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class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" rel="nofollow" href="https://www.academia.edu/110784383/The_Evolutionary_Development_of_the_International_Federation_of_Engineering_Education_Societies"><img alt="Research paper thumbnail of The Evolutionary Development of the International Federation of Engineering Education Societies" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" rel="nofollow" href="https://www.academia.edu/110784383/The_Evolutionary_Development_of_the_International_Federation_of_Engineering_Education_Societies">The Evolutionary Development of the International Federation of Engineering Education Societies</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">... Lueny Morell 1 Claudio Borri 2 Sarah Rajala3 Seeram Ramakrishna4 Jose Carlos Quadrado5 María ...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">... Lueny Morell 1 Claudio Borri 2 Sarah Rajala3 Seeram Ramakrishna4 Jose Carlos Quadrado5 María M ... Mervyn Jones, Qing Lei, James Melsa, Lueny Morell, and Nitte Shetty were elected ... in a globalized world, engineering, and engineers face challenges that go beyond science ...</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="110784383"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="110784383"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 110784383; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); 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window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=110784382]").text(description); $(".js-view-count[data-work-id=110784382]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 110784382; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='110784382']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-a9bf3a2bc8c89fa2a77156577594264ee8a0f214d74241bc0fcd3f69f8d107ac.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="110784381"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" rel="nofollow" href="https://www.academia.edu/110784381/Quality_assurance_of_engineering_education_worldwide_The_QUEECA_TEMPUS_project_for_Central_Asia"><img alt="Research paper thumbnail of Quality assurance of engineering education worldwide: The QUEECA TEMPUS project for Central Asia" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" rel="nofollow" href="https://www.academia.edu/110784381/Quality_assurance_of_engineering_education_worldwide_The_QUEECA_TEMPUS_project_for_Central_Asia">Quality assurance of engineering education worldwide: The QUEECA TEMPUS project for Central Asia</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">The QUEECA (Quality of Engineering Education in Central Asia) TEMPUS project main aim is to set u...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">The QUEECA (Quality of Engineering Education in Central Asia) TEMPUS project main aim is to set up and to implement a system of quality assurance (QA) of engineering education in Central Asia (CA), finalised to the accreditation of engineering programmes by the award of the EUR-ACE quality label on the basis of the EUR-ACE Framework Standards and related quality requirements and procedures. The project also takes advantage of experience in the European Higher Education Area Education (EHEA) through ENAEE and current efforts in Central Asia countries. At the present moment (June 2014) the project has arrived to the mid project milestone and time has come for a thorough internal evaluation taking into account the encouraging results so far obtained, such as the creation of the Kyrgyz (October 2013) and Uzbek (May 2014) Societies for Engineering Education and the rising expectations from the concerned parties. The paper, shortly, introduces the QUEECA TEMPUS project and reports about the achieved results and the activities scheduled for the next months. Finally it will be shown why the project is to be considered as a pioneer one, introducing the EUR-ACE system outside the European Union but still in “Bologna EHEA countries” with an easy replicable model.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="110784381"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="110784381"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 110784381; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); 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</script> <div class="js-work-strip profile--work_container" data-work-id="110784380"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/110784380/An_Integrated_Computational_Approach_for_Heritage_Monumental_Museums"><img alt="Research paper thumbnail of An Integrated Computational Approach for Heritage Monumental Museums" class="work-thumbnail" src="https://attachments.academia-assets.com/108495027/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/110784380/An_Integrated_Computational_Approach_for_Heritage_Monumental_Museums">An Integrated Computational Approach for Heritage Monumental Museums</a></div><div class="wp-workCard_item"><span>Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015)</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">This paper discusses and presents a workflow for the processing of the geometrical information ob...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">This paper discusses and presents a workflow for the processing of the geometrical information obtained from point clouds data, through BIM (Building Information Model) implementation and geometric object-oriented modelling, for FE (Finite Element) structural analysis. The methodology includes two important phases for the construction of a full HBIM (Heritage BIM), namely: i) the transformation of the point cloud data into a BIM, and ii) the transition from the geometric model to a FE Model. The proposed semi-automatic process allows to explicitly export all the geometric elements with structural relevance; a software chain is proposed between the Rhinoceros 3D geometric editor, able to handle the complex geometries of historical buildings (such as double curvature surfaces, non-perpendicular faces, etc.), and the Salome_Meca open source platform for structural analysis. The workflow, the software chain and the BIM related procedures here proposed as a general approach are discussed with reference to a specific and emblematic monumental masonry building: the Museum of the Galleria dell'Accademia di Firenze. This case study is particularly relevant due to its intrinsic geometrical complexities which cover almost all the issues existing in a historic structure.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="818d9dcd1a8dc98eb83768ec9289bf38" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":108495027,"asset_id":110784380,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/108495027/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="110784380"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="110784380"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 110784380; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=110784380]").text(description); $(".js-view-count[data-work-id=110784380]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 110784380; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='110784380']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-a9bf3a2bc8c89fa2a77156577594264ee8a0f214d74241bc0fcd3f69f8d107ac.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "818d9dcd1a8dc98eb83768ec9289bf38" } } $('.js-work-strip[data-work-id=110784380]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":110784380,"title":"An Integrated Computational Approach for Heritage Monumental Museums","internal_url":"https://www.academia.edu/110784380/An_Integrated_Computational_Approach_for_Heritage_Monumental_Museums","owner_id":215975901,"coauthors_can_edit":true,"owner":{"id":215975901,"first_name":"Claudio","middle_initials":null,"last_name":"Borri","page_name":"ClaudioBorri1","domain_name":"independent","created_at":"2022-02-27T03:03:39.385-08:00","display_name":"Claudio Borri","url":"https://independent.academia.edu/ClaudioBorri1"},"attachments":[{"id":108495027,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/108495027/thumbnails/1.jpg","file_name":"19725.pdf","download_url":"https://www.academia.edu/attachments/108495027/download_file","bulk_download_file_name":"An_Integrated_Computational_Approach_for.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/108495027/19725-libre.pdf?1701943146=\u0026response-content-disposition=attachment%3B+filename%3DAn_Integrated_Computational_Approach_for.pdf\u0026Expires=1740157729\u0026Signature=eKbugGZeLf9fEp7OXWK9MVmuOtcYT3KRJK~Oo9oAk4GwFTmvaC4Y6pBFWXAn2HAIssnxoOb6UtDQfuZc62fPXQk-ABoF9W0awcqys9Q-Zyp8WICReo2GikWhcA244vVH-yisgsxHrIyu2iObZnNe1NGt8~7E9fYIJsXtdhBXsnBZaUYuhGXZ7gM-tCdxgPsKZr1ea2vTLnoW7YZxdJS8G0d5xWNKA3q3d9L7JydKiisfb5YaVjrBv-QeibB8GMbCYsRQQ~FQmlSxSfGzs-wlQV6ZL-tj2aHgu1vXEESpIV-80AqRsxcwcDOCO~LwHKaH8zGAs7Lyx5Usdb4pi7vcnQ__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="110784379"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/110784379/Advanced_Numerical_Modelling_of_Wave_Loading_on_Monopile_Supported_Offshore_Wind_Turbines"><img alt="Research paper thumbnail of Advanced Numerical Modelling of Wave Loading on Monopile-Supported Offshore Wind Turbines" class="work-thumbnail" src="https://attachments.academia-assets.com/108494948/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/110784379/Advanced_Numerical_Modelling_of_Wave_Loading_on_Monopile_Supported_Offshore_Wind_Turbines">Advanced Numerical Modelling of Wave Loading on Monopile-Supported Offshore Wind Turbines</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">In the vast majority of cases, winds are considered to be stationary and as such are treated in t...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">In the vast majority of cases, winds are considered to be stationary and as such are treated in the same way for design purposes. However, not all wind is the same, and non-stationary winds such as thunderstorm downbursts and tornadoes need to be considered using a different framework. This paper outlines two possible analytical models for such winds and introduces a possible framework which may be of use to the urban designer.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="b11de6a558a4a7b0fc236d0aa9ed9b15" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":108494948,"asset_id":110784379,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/108494948/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="110784379"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="110784379"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 110784379; 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="110784376"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/110784376/E4_Thematic_Network"><img alt="Research paper thumbnail of E4 Thematic Network" class="work-thumbnail" src="https://attachments.academia-assets.com/108494940/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/110784376/E4_Thematic_Network">E4 Thematic Network</a></div><div class="wp-workCard_item"><span>Proceedings e report</span><span>, 2004</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">This Thematic Network aims at developing the European dimension of Higher Engineering Education b...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">This Thematic Network aims at developing the European dimension of Higher Engineering Education by enhancing the compatibility of the many diverse routes to the profession of engineer, by facilitating greater mobility and integration of skilled personnel throughout Europe, by favouring a mutual exchange of skills and competences and providing a platform for communication between academics and professionals. Five main activities have been organised under the overall umbrella of the Thematic Network.The work contains 6 volumes.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="e7c8949439ea482959d9df9ff4523eb5" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":108494940,"asset_id":110784376,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/108494940/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="110784376"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="110784376"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 110784376; 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="110784375"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/110784375/Lingegneria_del_vento"><img alt="Research paper thumbnail of L'ingegneria del vento" class="work-thumbnail" src="https://attachments.academia-assets.com/108494935/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/110784375/Lingegneria_del_vento">L'ingegneria del vento</a></div><div class="wp-workCard_item"><span>Pluriverso – Quaderni della Biblioteca del Polo Universitario di Prato</span><span>, 2007</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">The volume aims to give the most comprehensive answer to to the question “Why has wind engineerin...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">The volume aims to give the most comprehensive answer to to the question “Why has wind engineering taken on such an important role today?”. In their work, the authors proceed by stages. First, they accompany the readers on a historical journey, in which they led a reflection on the ineluctable relationship between man, civilisation and climate; subsequently, they highlight the socio-economic aspects of the phenomenon; finally, they bring to the reader’s attention the research activity carried out in the Inter-University Research Centre on Building Aerodynamics and Wind Engineering, throwing a look at some of the engineering examples of the latest generation, which, by their nature, have a strong link with wind action.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="ff5b9b571d813bdd16605bcd58ae1548" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":108494935,"asset_id":110784375,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/108494935/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="110784375"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="110784375"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 110784375; 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="110784374"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/110784374/Bim_for_Museums_An_Integrated_Approach_from_the_Building_to_the_Collections"><img alt="Research paper thumbnail of Bim for Museums: An Integrated Approach from the Building to the Collections" class="work-thumbnail" src="https://attachments.academia-assets.com/108494932/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/110784374/Bim_for_Museums_An_Integrated_Approach_from_the_Building_to_the_Collections">Bim for Museums: An Integrated Approach from the Building to the Collections</a></div><div class="wp-workCard_item"><span>The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences</span><span>, 2019</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">The paper discusses the first outcomes of an ongoing research activity aimed at developing a gene...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">The paper discusses the first outcomes of an ongoing research activity aimed at developing a general BIM-based methodology for the organization and the management of the information needed for maintenance and safety assessment of museums. The Galleria dell'Accademia di Firenze (Florence, Italy) which has a very complex spatial organisation as a result of transformations occurred over the centuries, has been considered as an illustrative application of the proposed methodology. One of the specific elements which characterize museums, compared to other buildings, is the issue of the relationship between the building itself and the artworks there contained. A specific element of the research is consequently the need not to limit the attention to only the building (i.e. the envelope), but to consider within the BIM also the presence of the art collections. Starting from a recent laser scanner survey, a BIM has been created and a semi-automatic workflow has been investigated to obtain a FE (Finite Element) model to be employed for static and dynamic structural analysis purposes. Currently, since the scans inevitably included the artworks, a test is underway to add in the BIM of the museum also its collections (M-BIM). Each element can be inserted as a BIM object including its geometric representation and physical data (dimensions, materials, weight…) and linked to different museum inventory and conservation databases for the museum management.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="97234447083e2c9301f373d96b17f9ee" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":108494932,"asset_id":110784374,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/108494932/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="110784374"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="110784374"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 110784374; 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$a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="99403831"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/99403831/Optimal_Dimensions_of_a_Semisubmersible_Floating_Platform_for_a_10_MW_Wind_Turbine"><img alt="Research paper thumbnail of Optimal Dimensions of a Semisubmersible Floating Platform for a 10 MW Wind Turbine" class="work-thumbnail" src="https://attachments.academia-assets.com/100503083/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/99403831/Optimal_Dimensions_of_a_Semisubmersible_Floating_Platform_for_a_10_MW_Wind_Turbine">Optimal Dimensions of a Semisubmersible Floating Platform for a 10 MW Wind Turbine</a></div><div class="wp-workCard_item"><span>Energies</span><span>, 2020</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">In this paper, an optimal semisubmersible platform is sought considering two key geometry variabl...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">In this paper, an optimal semisubmersible platform is sought considering two key geometry variables: the diameter of the outer cylinders and their radial distance from the platform centre. The goal is to identify a platform configuration able to most efficiently contrast the combined wind-wave action, keeping the platform dimensions as small as possible. The amplitude of the Response Amplitude Operator (RAO) peaks and the integral area of the RAOs in a range of excited frequencies for the selected degrees of freedom are chosen as targets to be minimised. Through an efficient frequency domain simulation approach, we show that upscaling techniques proposed in the literature may lead to overdesigned platforms and that smaller and more performing platforms can be identified. In particular, the optimised platform shows a reduction of about 51% in parked and 54% in power production of the heave RAO peak, and a reduction of about 37% in parked and 50% in power production of the pitch RAO.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="45e4edbf71c792a79bbc05445fb42987" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":100503083,"asset_id":99403831,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/100503083/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="99403831"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="99403831"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 99403831; 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dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "45e4edbf71c792a79bbc05445fb42987" } } $('.js-work-strip[data-work-id=99403831]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":99403831,"title":"Optimal Dimensions of a Semisubmersible Floating Platform for a 10 MW Wind Turbine","internal_url":"https://www.academia.edu/99403831/Optimal_Dimensions_of_a_Semisubmersible_Floating_Platform_for_a_10_MW_Wind_Turbine","owner_id":215975901,"coauthors_can_edit":true,"owner":{"id":215975901,"first_name":"Claudio","middle_initials":null,"last_name":"Borri","page_name":"ClaudioBorri1","domain_name":"independent","created_at":"2022-02-27T03:03:39.385-08:00","display_name":"Claudio Borri","url":"https://independent.academia.edu/ClaudioBorri1"},"attachments":[{"id":100503083,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/100503083/thumbnails/1.jpg","file_name":"pdf.pdf","download_url":"https://www.academia.edu/attachments/100503083/download_file","bulk_download_file_name":"Optimal_Dimensions_of_a_Semisubmersible.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/100503083/pdf-libre.pdf?1680279883=\u0026response-content-disposition=attachment%3B+filename%3DOptimal_Dimensions_of_a_Semisubmersible.pdf\u0026Expires=1740157729\u0026Signature=deZ2KZEp6JdlAlH96Nd6Zxxazh8a0spTi~hEBeQKY5lg8ZCLjkGJWzi9jnH4~0VJIDcI7w4~afNmpCEsiRcRTfxaKYSG1kF7BMIwjqedde-CRqtnZXdqylvDoZl9j7GmhSZo~4KynfPC-K2FXya~8iVfmkwoOi5P5xJGXyZ-lHJz-gA0RWjCEkHqX8ZQuGGB-~jI2K6oZqzlA8a581PQGIQYCW8emB0jGt-C7KYH9ZkU7T4arD6zmLWgnG~~Of7b7J0dY~n9P6VUFtf-piHFB4-jrCJujRZCAzkbOrlN42R7sUr3dYxEABzbeu-NaxXOpbGFXRVbLd0sAAYRH~YsHA__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"},{"id":100503084,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/100503084/thumbnails/1.jpg","file_name":"pdf.pdf","download_url":"https://www.academia.edu/attachments/100503084/download_file","bulk_download_file_name":"Optimal_Dimensions_of_a_Semisubmersible.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/100503084/pdf-libre.pdf?1680279878=\u0026response-content-disposition=attachment%3B+filename%3DOptimal_Dimensions_of_a_Semisubmersible.pdf\u0026Expires=1740157729\u0026Signature=fxyZ0cai7tlfI~WoC29~ysNM3JxG0xejH2k9BIhiQX3C1IQoOCAlDvwARdVthsGPNfaLb1ty6Rm1bu66KwbexOK213mWi1kAcRDD4Jj1S6LwEg4i4V5suk6y4ef7o6BKxH17ZMXNLJnTQjwDyBEkCS6W4VBc-f4NXddFwgEfw6iDc2ozlyfk7dUtbNKkYpUcUHeidYXJULHsgwiXGh6ivCtFmh9Hohf~DHZhI00cMKwpVPGmqsOy9K9FpaRfQ1kjN6Qf3EUylLwawtp81t5wEMAWsRVQdNAWWONlpQhV0aI2ogrEupWU2rHvPicRvds5se3irqAMtCdj-9RURlK14Q__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="99403830"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/99403830/Wind_Characteristics_in_the_Wake_of_a_Non_Rotating_Wind_Turbine_close_to_a_Hill"><img alt="Research paper thumbnail of Wind Characteristics in the Wake of a Non-Rotating Wind Turbine close to a Hill" class="work-thumbnail" src="https://attachments.academia-assets.com/100503075/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/99403830/Wind_Characteristics_in_the_Wake_of_a_Non_Rotating_Wind_Turbine_close_to_a_Hill">Wind Characteristics in the Wake of a Non-Rotating Wind Turbine close to a Hill</a></div><div class="wp-workCard_item"><span>Transactions of FAMENA</span><span>, 2019</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Hilly terrain may considerably influence energy yield and structural loading of wind turbines. Wi...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Hilly terrain may considerably influence energy yield and structural loading of wind turbines. Wind energy developers are therefore required to accurately predict wind characteristics at the wind farm site already in the designing phase. It is necessary to determine how particular hill shape and size affect wind characteristics at the location of wind turbines operating in the wake of a hill. In order to address this complex issue, small-scale laboratory experiments were carried out in a boundary layer wind tunnel (BLWT). The focus was on characteristics of the flow at the same position downstream of the hill and the wind turbine models studied on various sizes and shapes of the hill model. Three hill models (a small and a large hill with laterally uniform heights and a hill with a bay) were exposed to the thermally neutrally stratified atmospheric boundary layer (ABL) simulation. In each experiment, there was only one hill model in the BLWT test section. The configuration without the hill, i.e. the flat terrain model, was tested as a reference case. Downstream of the hill model, there was a single (alone-standing) wind turbine model. Flow characteristics were studied downstream (behind) the wind turbine model. The wind turbine model was in the parking position in order to study wind characteristics in the situation with a strong wind when there is no rotation of rotor blades. The experimental results indicate a velocity decrease and stronger turbulence in the wind turbine wake in the presence of a hill, which trend is more pronounced in the case of larger hills. Strong velocity gradients are observed around the hub height in the large hill configuration, while this velocity deficit is the smallest in the hill with a bay configuration due to flow channeling. The velocity power spectra reveal the characteristic peak due to the vortex shedding from the hill ridge. The obtained results provide a new insight into the turbulent wake characteristics of a single wind turbine placed downstream of a hill with a potential to serve as a validation tool for computational studies.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="56bb56e35262599622814bec07bbdecd" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":100503075,"asset_id":99403830,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/100503075/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="99403830"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="99403830"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 99403830; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=99403830]").text(description); $(".js-view-count[data-work-id=99403830]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 99403830; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='99403830']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-a9bf3a2bc8c89fa2a77156577594264ee8a0f214d74241bc0fcd3f69f8d107ac.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "56bb56e35262599622814bec07bbdecd" } } $('.js-work-strip[data-work-id=99403830]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":99403830,"title":"Wind Characteristics in the Wake of a Non-Rotating Wind Turbine close to a Hill","internal_url":"https://www.academia.edu/99403830/Wind_Characteristics_in_the_Wake_of_a_Non_Rotating_Wind_Turbine_close_to_a_Hill","owner_id":215975901,"coauthors_can_edit":true,"owner":{"id":215975901,"first_name":"Claudio","middle_initials":null,"last_name":"Borri","page_name":"ClaudioBorri1","domain_name":"independent","created_at":"2022-02-27T03:03:39.385-08:00","display_name":"Claudio Borri","url":"https://independent.academia.edu/ClaudioBorri1"},"attachments":[{"id":100503075,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/100503075/thumbnails/1.jpg","file_name":"331215.pdf","download_url":"https://www.academia.edu/attachments/100503075/download_file","bulk_download_file_name":"Wind_Characteristics_in_the_Wake_of_a_No.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/100503075/331215-libre.pdf?1680279898=\u0026response-content-disposition=attachment%3B+filename%3DWind_Characteristics_in_the_Wake_of_a_No.pdf\u0026Expires=1739949794\u0026Signature=Dj~qpfwuWD0k3HIY~RnguV5vMxyrFkfzfePKzbDD0H1bEvsDrEzBEfsDt~ci6BMZPsRLOHv7TDOTxdmGNYvUYr3Gvhl6RIjWirxDNVjWhmrxqjXpCq-cGYsExVYNLrbb5rQlhlwTPcB7oLOQyG1FBPnsEvKSlU2AJsWVAirtQ0H7e8cQGgpA8xmfih3kb6-fTB9KEtr~e63B~m4oDz9~q3uhnLnjqiDACJP5eK7s18h~dwZAfgJymZ4GiYVn37BpKdSD5ysatCiOZCe73AoX6mWTDK61ohLSSvjvBBrtD0uAb2BkYIdG6jUxDZbAcyTxMbtAsZwg8uI8C3N2ZKKh3g__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="99403829"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/99403829/Ground_Penetrating_Radar_Survey_of_the_Floor_of_the_Accademia_Gallery_Florence_Italy_"><img alt="Research paper thumbnail of Ground Penetrating Radar Survey of the Floor of the Accademia Gallery (Florence, Italy)" class="work-thumbnail" src="https://attachments.academia-assets.com/100503078/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/99403829/Ground_Penetrating_Radar_Survey_of_the_Floor_of_the_Accademia_Gallery_Florence_Italy_">Ground Penetrating Radar Survey of the Floor of the Accademia Gallery (Florence, Italy)</a></div><div class="wp-workCard_item"><span>Remote Sensing</span><span>, 2021</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">This paper reports the results of a ground penetrating radar (GPR) survey of the ground-floor of ...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">This paper reports the results of a ground penetrating radar (GPR) survey of the ground-floor of Academia Gallery (Florence, Italy) where the Michelangelo’s David is exhibited to the public. The equipment used was a step-frequency GPR operating in the 100 MHz-1 GHz band, named ORFEUS. The survey covered an area of 13 m × 7.3 m, and the scans were performed along two orthogonal directions. Acquisitions in the same direction were separated by 0.25 m from each other. The GPR was able to confirm the underground structure, as it can be deducted by planimetry and historical documentation. In particular, the radar clearly detected the air-conditioning ducts under the floor and an approximately circular foundation below the basement of the statue.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="0192ecfc0cb3645bf12df512f926886a" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":100503078,"asset_id":99403829,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/100503078/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="99403829"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="99403829"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 99403829; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=99403829]").text(description); $(".js-view-count[data-work-id=99403829]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 99403829; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='99403829']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-a9bf3a2bc8c89fa2a77156577594264ee8a0f214d74241bc0fcd3f69f8d107ac.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "0192ecfc0cb3645bf12df512f926886a" } } $('.js-work-strip[data-work-id=99403829]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":99403829,"title":"Ground Penetrating Radar Survey of the Floor of the Accademia Gallery (Florence, Italy)","internal_url":"https://www.academia.edu/99403829/Ground_Penetrating_Radar_Survey_of_the_Floor_of_the_Accademia_Gallery_Florence_Italy_","owner_id":215975901,"coauthors_can_edit":true,"owner":{"id":215975901,"first_name":"Claudio","middle_initials":null,"last_name":"Borri","page_name":"ClaudioBorri1","domain_name":"independent","created_at":"2022-02-27T03:03:39.385-08:00","display_name":"Claudio Borri","url":"https://independent.academia.edu/ClaudioBorri1"},"attachments":[{"id":100503078,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/100503078/thumbnails/1.jpg","file_name":"pdf.pdf","download_url":"https://www.academia.edu/attachments/100503078/download_file","bulk_download_file_name":"Ground_Penetrating_Radar_Survey_of_the_F.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/100503078/pdf-libre.pdf?1680279874=\u0026response-content-disposition=attachment%3B+filename%3DGround_Penetrating_Radar_Survey_of_the_F.pdf\u0026Expires=1740157729\u0026Signature=f6iriL8UDupFOmFJZQzen9VHX6RylgU~6biSM6KzlhRfThXBOJBMHJpImktRO3HFiKBuar~1IV52tTKs7gGyJEfRqQ4NaiLLMthXR0M8hxUpPl6rnACQhhbrgOymmMDNtBkaE3jiRS3Z9kC~FE0YmLd4Ql3roJeNOtjRrZ5sfk80kHsUWAkfQ3gTWNu8hSU3OxxZix-06hmJl9cwAps-pco5ccqCC5HsPUnQnYXRznJW7OBH31pIqYEUyjPRAIQPOPz2M7VnU1gvXTP98bUUzbzVDfNyVHMo-cCDqgPYRKkkE2ggzGezMXZq4ui05JJCanAw-~7LjeBLHohvK~U2ww__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"},{"id":100503073,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/100503073/thumbnails/1.jpg","file_name":"pdf.pdf","download_url":"https://www.academia.edu/attachments/100503073/download_file","bulk_download_file_name":"Ground_Penetrating_Radar_Survey_of_the_F.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/100503073/pdf-libre.pdf?1680279878=\u0026response-content-disposition=attachment%3B+filename%3DGround_Penetrating_Radar_Survey_of_the_F.pdf\u0026Expires=1740157729\u0026Signature=L3UCDjluuKm1Tq-FffFnqKJ2RKKYfh9jGsOpxYuRsbCO3TFiBTo7r-lWzReSp7PaSR0LM7QjrssKhcDcmwNFow-Z3C4xjW1ArdaPX55Dl3nn-qsxzmiv70ou5aztgg6KGH90hWH7n~h8kCL0SYFfBV5ixIeCan-xJ~tzThRhS6ulP8D0vYaXElnidPMps2brgE8zRFVr0Q4-Hy7ZNepjcyA1XeHyoBBLlAoKweNugDeYpaL3e4cZP169ePAbpOMD9yPjgA4~ii2RqsfGhACfqvVtl6haqSVPcBACJTz1B9s6Ma5sKekWsKxrHq64eO5SRw194XEG7mwV~bGQPT61bA__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="99403828"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/99403828/Influence_of_Clumps_Weighted_Moorings_on_a_Spar_Buoy_Offshore_Wind_Turbine"><img alt="Research paper thumbnail of Influence of Clumps-Weighted Moorings on a Spar Buoy Offshore Wind Turbine" class="work-thumbnail" src="https://attachments.academia-assets.com/100503076/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/99403828/Influence_of_Clumps_Weighted_Moorings_on_a_Spar_Buoy_Offshore_Wind_Turbine">Influence of Clumps-Weighted Moorings on a Spar Buoy Offshore Wind Turbine</a></div><div class="wp-workCard_item"><span>Energies</span><span>, 2020</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">The spar buoy platform for offshore wind turbines is the most utilized type and the OC3 Hywind sy...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">The spar buoy platform for offshore wind turbines is the most utilized type and the OC3 Hywind system design is largely used in research. This system is usually moored with three catenary cables with 120° between each other. Adding clump weights to the mooring lines has an influence on the platform response and on the mooring line tension. However, the optimal choice for their position and weight is still an open issue, especially considering the multitude of sea states the platform can be exposed to. In this study, therefore, an analysis on the influence of two such variables on the platform response and on the mooring line tension is presented. FAST by the National Renewable Energy Laboratory (NREL) is used to perform time domain simulations and Response Amplitude Operators are adopted as the main indicators of the clump weights effects. Results show that the clump weight mass is not as influential as the position, which turns out to be optimal, especially for the Surge degree of ...</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="0c7bc5ce41a02933c2821837fda8a292" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":100503076,"asset_id":99403828,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/100503076/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="99403828"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="99403828"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 99403828; 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dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "0c7bc5ce41a02933c2821837fda8a292" } } $('.js-work-strip[data-work-id=99403828]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":99403828,"title":"Influence of Clumps-Weighted Moorings on a Spar Buoy Offshore Wind Turbine","internal_url":"https://www.academia.edu/99403828/Influence_of_Clumps_Weighted_Moorings_on_a_Spar_Buoy_Offshore_Wind_Turbine","owner_id":215975901,"coauthors_can_edit":true,"owner":{"id":215975901,"first_name":"Claudio","middle_initials":null,"last_name":"Borri","page_name":"ClaudioBorri1","domain_name":"independent","created_at":"2022-02-27T03:03:39.385-08:00","display_name":"Claudio Borri","url":"https://independent.academia.edu/ClaudioBorri1"},"attachments":[{"id":100503076,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/100503076/thumbnails/1.jpg","file_name":"pdf.pdf","download_url":"https://www.academia.edu/attachments/100503076/download_file","bulk_download_file_name":"Influence_of_Clumps_Weighted_Moorings_on.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/100503076/pdf-libre.pdf?1680279869=\u0026response-content-disposition=attachment%3B+filename%3DInfluence_of_Clumps_Weighted_Moorings_on.pdf\u0026Expires=1740157729\u0026Signature=IZQHoilbjUq-IcpAeFQTAy0Abuzkrtz1Ibz7CeUKGyq5~fnKQ3mELSZF2iT38MHR698Cjqh-hdC-Frsk4I719TEjR7Fv9SXaWO8jQxmEGADjwAREQyZOu0svZ~I9abqhmp3-poBIzk6pWrLOMNWgTshTA4GOkL0Kc1mhICpyShnN0YL5ZgmbhCcyaWCI9DMwfZQUjJVrREYyq125IiEo6uMJmShjD0An11TCtwUOq6GABxL9xQ9OccojClmZXhYIGKZjmhBEAEShYAwWXG1RsyX7UXRyvBxTagRz4gTxuMbEz-LcU-WRsf7NFmq-iBIimzJLp8Q6vzSVEOUptIMm4g__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"},{"id":100503074,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/100503074/thumbnails/1.jpg","file_name":"pdf.pdf","download_url":"https://www.academia.edu/attachments/100503074/download_file","bulk_download_file_name":"Influence_of_Clumps_Weighted_Moorings_on.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/100503074/pdf-libre.pdf?1680279880=\u0026response-content-disposition=attachment%3B+filename%3DInfluence_of_Clumps_Weighted_Moorings_on.pdf\u0026Expires=1740157729\u0026Signature=A~dF~FOkN2kIipyfMkISJKH-4b2fpLbX6XmeGH6PhdRqyoIhW7k6izE9leLFjoHwEpl9vN-yqZIap4uzcdl9BYsO~PExDV321f0tmDCTaCnV1T-C3bdMeHhKhkMgrXezyBiHzjJ8xZlazztXYbMsjK6M7Wcdi9xGECnDTzlxmaKFFk4pCt2jbb1m8MB-9m3Ri4uYjXd2rCXu7DluPoJvuTGoLL~ODFb~Pl~UlNZDMbKFlBKZW~kT8tKhC5yg0NS2zkoD9IoCAQa3229GXNWlENPGoCCnn3SpqPWsVyha6RcLggCPKFODtwIm2U~5HpSBijvoJjCnw54Vs2246RlB9A__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="99403827"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/99403827/Wind_characteristics_in_wind_farms_situated_on_a_hilly_terrain"><img alt="Research paper thumbnail of Wind characteristics in wind farms situated on a hilly terrain" class="work-thumbnail" src="https://attachments.academia-assets.com/100503113/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/99403827/Wind_characteristics_in_wind_farms_situated_on_a_hilly_terrain">Wind characteristics in wind farms situated on a hilly terrain</a></div><div class="wp-workCard_item"><span>Journal of Wind Engineering and Industrial Aerodynamics</span><span>, 2018</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Wind characteristics in wind farms situated on a hilly terrain are considerably different than on...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Wind characteristics in wind farms situated on a hilly terrain are considerably different than on a flat terrain. This issue is particularly important in strong-wind situations, when the wind velocity exceeds 25 m/s. In those situations, wind turbines are designed to remain in the parking position (no rotation of rotor blades) to prevent damage or even collapse of wind turbines. The present wind-tunnel study thus focuses on flow and turbulence characteristics in wind farms situated on a hilly terrain subjected to strong winds. A particular emphasis is on wind conditions for wind turbines placed at various positions in wind farms, as well as on a distance between a hill and a wind farm. The hill model is observed to strongly influence flow and turbulence characteristics at the wind-turbine model position in the wind-farm model. The most prominent aerodynamic features are flow retardation and turbulence enhancement, whereas the velocity power spectra show different trends along the height of the wind-turbine tower model. These experimental results present an important input for engineers attempting to design more robust and reliable wind turbines for hilly terrains.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="3d5975631ae0e18d1f9b97493c0021e1" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":100503113,"asset_id":99403827,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/100503113/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="99403827"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="99403827"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 99403827; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=99403827]").text(description); $(".js-view-count[data-work-id=99403827]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 99403827; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='99403827']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-a9bf3a2bc8c89fa2a77156577594264ee8a0f214d74241bc0fcd3f69f8d107ac.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="99403826"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/99403826/Comparison_of_hydrodynamic_loading_models_for_vertical_cylinders_in_nonlinear_waves"><img alt="Research paper thumbnail of Comparison of hydrodynamic loading models for vertical cylinders in nonlinear waves" class="work-thumbnail" src="https://attachments.academia-assets.com/100503120/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/99403826/Comparison_of_hydrodynamic_loading_models_for_vertical_cylinders_in_nonlinear_waves">Comparison of hydrodynamic loading models for vertical cylinders in nonlinear waves</a></div><div class="wp-workCard_item"><span>Procedia Engineering</span><span>, 2017</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Monopiles able to support very large offshore wind turbines are slender structures susceptible to...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Monopiles able to support very large offshore wind turbines are slender structures susceptible to nonlinear resonant phenomena. With the aim to better understand and model the wave-loading on these structures in very steep waves where ringing occurs and the numerical wave-loading models tend to lose validity, this study investigates the distinct influences of nonlinearities in the wave kinematics and in the hydrodynamic loading models. Six wave kinematics from linear to fully nonlinear are modelled in combination with four hydrodynamic loading models from three theories, assessing the effects of both types of nonlinearities and the wave conditions where each type has stronger influence. The main findings include that the nonlinearities in the wave kinematics have stronger influence in the intermediate water depth, while the choice of the hydrodynamic loading model has larger influence in deep water. Moreover, finite-depth FNV theory captures the loading in the widest range of wave and cylinder conditions. The areas of worst prediction by the numerical models were found to be the largest steepness and wave numbers for second harmonic, as well as the vicinity of the wave-breaking limit, especially for the third harmonic. The main cause is the non-monotonic growth of the experimental loading with increasing steepness due to flow separation, which leads to increasing numerical overpredictions since the numerical wave-loading models increase monotonically.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="d0c7949592b3b7ad9f0ff094964627e6" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":100503120,"asset_id":99403826,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/100503120/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="99403826"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="99403826"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 99403826; 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="99403825"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" rel="nofollow" href="https://www.academia.edu/99403825/Non_Conventional_Wind_Loading_on_Ultra_High_Towers_in_Solar_Updraft_Power_Plants"><img alt="Research paper thumbnail of Non-Conventional Wind Loading on Ultra-High Towers in Solar Updraft Power Plants" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" rel="nofollow" href="https://www.academia.edu/99403825/Non_Conventional_Wind_Loading_on_Ultra_High_Towers_in_Solar_Updraft_Power_Plants">Non-Conventional Wind Loading on Ultra-High Towers in Solar Updraft Power Plants</a></div><div class="wp-workCard_item"><span>Journal of the International Association For Shell and Spatial Structures</span><span>, 2011</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Renewable and sustainable energy sources are nowadays considered to be a key element for sustaina...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Renewable and sustainable energy sources are nowadays considered to be a key element for sustainable development of the worldwide economy. The Solar Updraft Power Plant technology addresses a very challenging, not yet exploited, idea of combining two kinds of renewable energy: wind and solar. The basic idea is the conversion of solar radiation into electric power, but the potentials of an unrivalled economical energy production can be achieved only through the highest degree of optimization of the structural behaviour, the thermodynamic efficiency and the construction costs. Solar towers, being very high-rise (up to 1500m) and extremely thin shell structures, are mainly affected by the wind action, which thus decides the feasibility of this new technology. The modelling of the wind action and the stochastic analysis of the structural response need to be up-graded, since the tower height and the loading models are far beyond the current experience. Wind tunnel tests are decisive for such a purpose. The paper summarizes the main issues to be considered in the structural design of the tower, with regard to the wind action, and introduces the large experimental investigation in the wind tunnel which is currently being performed at Ruhr-Universitat Bochum.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="99403825"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="99403825"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 99403825; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=99403825]").text(description); $(".js-view-count[data-work-id=99403825]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 99403825; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='99403825']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-a9bf3a2bc8c89fa2a77156577594264ee8a0f214d74241bc0fcd3f69f8d107ac.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (false){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "-1" } } $('.js-work-strip[data-work-id=99403825]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":99403825,"title":"Non-Conventional Wind Loading on Ultra-High Towers in Solar Updraft Power Plants","internal_url":"https://www.academia.edu/99403825/Non_Conventional_Wind_Loading_on_Ultra_High_Towers_in_Solar_Updraft_Power_Plants","owner_id":215975901,"coauthors_can_edit":true,"owner":{"id":215975901,"first_name":"Claudio","middle_initials":null,"last_name":"Borri","page_name":"ClaudioBorri1","domain_name":"independent","created_at":"2022-02-27T03:03:39.385-08:00","display_name":"Claudio Borri","url":"https://independent.academia.edu/ClaudioBorri1"},"attachments":[]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="99403824"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" rel="nofollow" href="https://www.academia.edu/99403824/Two_shape_parametrizations_for_structural_optimization_of_triangular_shells"><img alt="Research paper thumbnail of Two shape parametrizations for structural optimization of triangular shells" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" rel="nofollow" href="https://www.academia.edu/99403824/Two_shape_parametrizations_for_structural_optimization_of_triangular_shells">Two shape parametrizations for structural optimization of triangular shells</a></div><div class="wp-workCard_item"><span>Computers & Structures</span><span>, 2016</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Abstract The complexity of state-of-the-art tools for shell optimization may limit their applicab...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Abstract The complexity of state-of-the-art tools for shell optimization may limit their applicability in common practice. We propose two shape parametrizations, inserted into a robust and simple procedure, based on linear finite elements and gradient-based optimization. We represent the mid-surface by triangular Bezier surface and ad-hoc heuristic functions. The first method allows searching for a general shape, while in the second one the functions are chosen according to structural and aesthetical criteria. Small number of design variables ensures efficiency. The procedure is applied to Kresge auditorium at MIT. Both parametrizations provide satisfactory results, with slightly better performances of Bezier surface representation.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="99403824"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="99403824"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 99403824; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=99403824]").text(description); $(".js-view-count[data-work-id=99403824]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 99403824; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='99403824']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-a9bf3a2bc8c89fa2a77156577594264ee8a0f214d74241bc0fcd3f69f8d107ac.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (false){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "-1" } } $('.js-work-strip[data-work-id=99403824]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":99403824,"title":"Two shape parametrizations for structural optimization of triangular shells","internal_url":"https://www.academia.edu/99403824/Two_shape_parametrizations_for_structural_optimization_of_triangular_shells","owner_id":215975901,"coauthors_can_edit":true,"owner":{"id":215975901,"first_name":"Claudio","middle_initials":null,"last_name":"Borri","page_name":"ClaudioBorri1","domain_name":"independent","created_at":"2022-02-27T03:03:39.385-08:00","display_name":"Claudio Borri","url":"https://independent.academia.edu/ClaudioBorri1"},"attachments":[]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> </div><div class="profile--tab_content_container js-tab-pane tab-pane" data-section-id="14856652" id="papers"><div class="js-work-strip profile--work_container" data-work-id="110784383"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" rel="nofollow" href="https://www.academia.edu/110784383/The_Evolutionary_Development_of_the_International_Federation_of_Engineering_Education_Societies"><img alt="Research paper thumbnail of The Evolutionary Development of the International Federation of Engineering Education Societies" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" rel="nofollow" href="https://www.academia.edu/110784383/The_Evolutionary_Development_of_the_International_Federation_of_Engineering_Education_Societies">The Evolutionary Development of the International Federation of Engineering Education Societies</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">... Lueny Morell 1 Claudio Borri 2 Sarah Rajala3 Seeram Ramakrishna4 Jose Carlos Quadrado5 María ...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">... Lueny Morell 1 Claudio Borri 2 Sarah Rajala3 Seeram Ramakrishna4 Jose Carlos Quadrado5 María M ... Mervyn Jones, Qing Lei, James Melsa, Lueny Morell, and Nitte Shetty were elected ... in a globalized world, engineering, and engineers face challenges that go beyond science ...</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="110784383"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="110784383"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 110784383; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="110784381"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" rel="nofollow" href="https://www.academia.edu/110784381/Quality_assurance_of_engineering_education_worldwide_The_QUEECA_TEMPUS_project_for_Central_Asia"><img alt="Research paper thumbnail of Quality assurance of engineering education worldwide: The QUEECA TEMPUS project for Central Asia" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" rel="nofollow" href="https://www.academia.edu/110784381/Quality_assurance_of_engineering_education_worldwide_The_QUEECA_TEMPUS_project_for_Central_Asia">Quality assurance of engineering education worldwide: The QUEECA TEMPUS project for Central Asia</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">The QUEECA (Quality of Engineering Education in Central Asia) TEMPUS project main aim is to set u...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">The QUEECA (Quality of Engineering Education in Central Asia) TEMPUS project main aim is to set up and to implement a system of quality assurance (QA) of engineering education in Central Asia (CA), finalised to the accreditation of engineering programmes by the award of the EUR-ACE quality label on the basis of the EUR-ACE Framework Standards and related quality requirements and procedures. The project also takes advantage of experience in the European Higher Education Area Education (EHEA) through ENAEE and current efforts in Central Asia countries. At the present moment (June 2014) the project has arrived to the mid project milestone and time has come for a thorough internal evaluation taking into account the encouraging results so far obtained, such as the creation of the Kyrgyz (October 2013) and Uzbek (May 2014) Societies for Engineering Education and the rising expectations from the concerned parties. The paper, shortly, introduces the QUEECA TEMPUS project and reports about the achieved results and the activities scheduled for the next months. Finally it will be shown why the project is to be considered as a pioneer one, introducing the EUR-ACE system outside the European Union but still in “Bologna EHEA countries” with an easy replicable model.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="110784381"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="110784381"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 110784381; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); 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</script> <div class="js-work-strip profile--work_container" data-work-id="110784380"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/110784380/An_Integrated_Computational_Approach_for_Heritage_Monumental_Museums"><img alt="Research paper thumbnail of An Integrated Computational Approach for Heritage Monumental Museums" class="work-thumbnail" src="https://attachments.academia-assets.com/108495027/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/110784380/An_Integrated_Computational_Approach_for_Heritage_Monumental_Museums">An Integrated Computational Approach for Heritage Monumental Museums</a></div><div class="wp-workCard_item"><span>Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015)</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">This paper discusses and presents a workflow for the processing of the geometrical information ob...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">This paper discusses and presents a workflow for the processing of the geometrical information obtained from point clouds data, through BIM (Building Information Model) implementation and geometric object-oriented modelling, for FE (Finite Element) structural analysis. The methodology includes two important phases for the construction of a full HBIM (Heritage BIM), namely: i) the transformation of the point cloud data into a BIM, and ii) the transition from the geometric model to a FE Model. The proposed semi-automatic process allows to explicitly export all the geometric elements with structural relevance; a software chain is proposed between the Rhinoceros 3D geometric editor, able to handle the complex geometries of historical buildings (such as double curvature surfaces, non-perpendicular faces, etc.), and the Salome_Meca open source platform for structural analysis. The workflow, the software chain and the BIM related procedures here proposed as a general approach are discussed with reference to a specific and emblematic monumental masonry building: the Museum of the Galleria dell'Accademia di Firenze. This case study is particularly relevant due to its intrinsic geometrical complexities which cover almost all the issues existing in a historic structure.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="818d9dcd1a8dc98eb83768ec9289bf38" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":108495027,"asset_id":110784380,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/108495027/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="110784380"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="110784380"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 110784380; 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="110784379"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/110784379/Advanced_Numerical_Modelling_of_Wave_Loading_on_Monopile_Supported_Offshore_Wind_Turbines"><img alt="Research paper thumbnail of Advanced Numerical Modelling of Wave Loading on Monopile-Supported Offshore Wind Turbines" class="work-thumbnail" src="https://attachments.academia-assets.com/108494948/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/110784379/Advanced_Numerical_Modelling_of_Wave_Loading_on_Monopile_Supported_Offshore_Wind_Turbines">Advanced Numerical Modelling of Wave Loading on Monopile-Supported Offshore Wind Turbines</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">In the vast majority of cases, winds are considered to be stationary and as such are treated in t...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">In the vast majority of cases, winds are considered to be stationary and as such are treated in the same way for design purposes. However, not all wind is the same, and non-stationary winds such as thunderstorm downbursts and tornadoes need to be considered using a different framework. This paper outlines two possible analytical models for such winds and introduces a possible framework which may be of use to the urban designer.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="b11de6a558a4a7b0fc236d0aa9ed9b15" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":108494948,"asset_id":110784379,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/108494948/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="110784379"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="110784379"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 110784379; 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="110784376"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/110784376/E4_Thematic_Network"><img alt="Research paper thumbnail of E4 Thematic Network" class="work-thumbnail" src="https://attachments.academia-assets.com/108494940/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/110784376/E4_Thematic_Network">E4 Thematic Network</a></div><div class="wp-workCard_item"><span>Proceedings e report</span><span>, 2004</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">This Thematic Network aims at developing the European dimension of Higher Engineering Education b...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">This Thematic Network aims at developing the European dimension of Higher Engineering Education by enhancing the compatibility of the many diverse routes to the profession of engineer, by facilitating greater mobility and integration of skilled personnel throughout Europe, by favouring a mutual exchange of skills and competences and providing a platform for communication between academics and professionals. Five main activities have been organised under the overall umbrella of the Thematic Network.The work contains 6 volumes.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="e7c8949439ea482959d9df9ff4523eb5" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":108494940,"asset_id":110784376,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/108494940/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="110784376"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="110784376"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 110784376; 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="110784375"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/110784375/Lingegneria_del_vento"><img alt="Research paper thumbnail of L'ingegneria del vento" class="work-thumbnail" src="https://attachments.academia-assets.com/108494935/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/110784375/Lingegneria_del_vento">L'ingegneria del vento</a></div><div class="wp-workCard_item"><span>Pluriverso – Quaderni della Biblioteca del Polo Universitario di Prato</span><span>, 2007</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">The volume aims to give the most comprehensive answer to to the question “Why has wind engineerin...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">The volume aims to give the most comprehensive answer to to the question “Why has wind engineering taken on such an important role today?”. In their work, the authors proceed by stages. First, they accompany the readers on a historical journey, in which they led a reflection on the ineluctable relationship between man, civilisation and climate; subsequently, they highlight the socio-economic aspects of the phenomenon; finally, they bring to the reader’s attention the research activity carried out in the Inter-University Research Centre on Building Aerodynamics and Wind Engineering, throwing a look at some of the engineering examples of the latest generation, which, by their nature, have a strong link with wind action.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="ff5b9b571d813bdd16605bcd58ae1548" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":108494935,"asset_id":110784375,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/108494935/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="110784375"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="110784375"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 110784375; 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="110784374"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/110784374/Bim_for_Museums_An_Integrated_Approach_from_the_Building_to_the_Collections"><img alt="Research paper thumbnail of Bim for Museums: An Integrated Approach from the Building to the Collections" class="work-thumbnail" src="https://attachments.academia-assets.com/108494932/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/110784374/Bim_for_Museums_An_Integrated_Approach_from_the_Building_to_the_Collections">Bim for Museums: An Integrated Approach from the Building to the Collections</a></div><div class="wp-workCard_item"><span>The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences</span><span>, 2019</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">The paper discusses the first outcomes of an ongoing research activity aimed at developing a gene...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">The paper discusses the first outcomes of an ongoing research activity aimed at developing a general BIM-based methodology for the organization and the management of the information needed for maintenance and safety assessment of museums. The Galleria dell'Accademia di Firenze (Florence, Italy) which has a very complex spatial organisation as a result of transformations occurred over the centuries, has been considered as an illustrative application of the proposed methodology. One of the specific elements which characterize museums, compared to other buildings, is the issue of the relationship between the building itself and the artworks there contained. A specific element of the research is consequently the need not to limit the attention to only the building (i.e. the envelope), but to consider within the BIM also the presence of the art collections. Starting from a recent laser scanner survey, a BIM has been created and a semi-automatic workflow has been investigated to obtain a FE (Finite Element) model to be employed for static and dynamic structural analysis purposes. Currently, since the scans inevitably included the artworks, a test is underway to add in the BIM of the museum also its collections (M-BIM). Each element can be inserted as a BIM object including its geometric representation and physical data (dimensions, materials, weight…) and linked to different museum inventory and conservation databases for the museum management.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="97234447083e2c9301f373d96b17f9ee" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":108494932,"asset_id":110784374,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/108494932/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="110784374"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="110784374"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 110784374; 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="110784373"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/110784373/Advanced_Materials_and_Technologies_for_Structural_Performance_Improvement"><img alt="Research paper thumbnail of Advanced Materials and Technologies for Structural Performance Improvement" class="work-thumbnail" src="https://attachments.academia-assets.com/108494929/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/110784373/Advanced_Materials_and_Technologies_for_Structural_Performance_Improvement">Advanced Materials and Technologies for Structural Performance Improvement</a></div><div class="wp-workCard_item"><span>Advances in Materials Science and Engineering</span><span>, 2016</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="7dd7938ac63a43f1bddc6a480b3946fd" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":108494929,"asset_id":110784373,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/108494929/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="110784373"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="110784373"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 110784373; 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="110784263"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/110784263/The_QUEECA_Experience"><img alt="Research paper thumbnail of The QUEECA Experience" class="work-thumbnail" src="https://attachments.academia-assets.com/108494882/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/110784263/The_QUEECA_Experience">The QUEECA Experience</a></div><div class="wp-workCard_item"><span>Proceedings e report</span><span>, 2016</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">QUEECA is a Tempus project which aims at setting up and implementing a system of Quality Assuranc...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">QUEECA is a Tempus project which aims at setting up and implementing a system of Quality Assurance of Engineering Education (EE) in Central Asia countries, finalized to the pre-professional accredition of engineering programmes (i.e. accredition of educational programmes as entry route to the eng. profession). The accredited programmes must satisfy the same pre-requisites for the award of the EUR-ACE quality label, i.e. the EUR-ACE Framework Standards (EAFS) and the European Standards and Guidelines for Quality Assurance in Higher Education.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="2fb1866b38943a270aab636849d14750" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":108494882,"asset_id":110784263,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/108494882/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="110784263"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="110784263"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 110784263; 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$a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="99403831"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/99403831/Optimal_Dimensions_of_a_Semisubmersible_Floating_Platform_for_a_10_MW_Wind_Turbine"><img alt="Research paper thumbnail of Optimal Dimensions of a Semisubmersible Floating Platform for a 10 MW Wind Turbine" class="work-thumbnail" src="https://attachments.academia-assets.com/100503083/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/99403831/Optimal_Dimensions_of_a_Semisubmersible_Floating_Platform_for_a_10_MW_Wind_Turbine">Optimal Dimensions of a Semisubmersible Floating Platform for a 10 MW Wind Turbine</a></div><div class="wp-workCard_item"><span>Energies</span><span>, 2020</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">In this paper, an optimal semisubmersible platform is sought considering two key geometry variabl...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">In this paper, an optimal semisubmersible platform is sought considering two key geometry variables: the diameter of the outer cylinders and their radial distance from the platform centre. The goal is to identify a platform configuration able to most efficiently contrast the combined wind-wave action, keeping the platform dimensions as small as possible. The amplitude of the Response Amplitude Operator (RAO) peaks and the integral area of the RAOs in a range of excited frequencies for the selected degrees of freedom are chosen as targets to be minimised. Through an efficient frequency domain simulation approach, we show that upscaling techniques proposed in the literature may lead to overdesigned platforms and that smaller and more performing platforms can be identified. In particular, the optimised platform shows a reduction of about 51% in parked and 54% in power production of the heave RAO peak, and a reduction of about 37% in parked and 50% in power production of the pitch RAO.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="45e4edbf71c792a79bbc05445fb42987" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":100503083,"asset_id":99403831,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/100503083/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="99403831"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="99403831"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 99403831; 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="99403830"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/99403830/Wind_Characteristics_in_the_Wake_of_a_Non_Rotating_Wind_Turbine_close_to_a_Hill"><img alt="Research paper thumbnail of Wind Characteristics in the Wake of a Non-Rotating Wind Turbine close to a Hill" class="work-thumbnail" src="https://attachments.academia-assets.com/100503075/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/99403830/Wind_Characteristics_in_the_Wake_of_a_Non_Rotating_Wind_Turbine_close_to_a_Hill">Wind Characteristics in the Wake of a Non-Rotating Wind Turbine close to a Hill</a></div><div class="wp-workCard_item"><span>Transactions of FAMENA</span><span>, 2019</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Hilly terrain may considerably influence energy yield and structural loading of wind turbines. Wi...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Hilly terrain may considerably influence energy yield and structural loading of wind turbines. Wind energy developers are therefore required to accurately predict wind characteristics at the wind farm site already in the designing phase. It is necessary to determine how particular hill shape and size affect wind characteristics at the location of wind turbines operating in the wake of a hill. In order to address this complex issue, small-scale laboratory experiments were carried out in a boundary layer wind tunnel (BLWT). The focus was on characteristics of the flow at the same position downstream of the hill and the wind turbine models studied on various sizes and shapes of the hill model. Three hill models (a small and a large hill with laterally uniform heights and a hill with a bay) were exposed to the thermally neutrally stratified atmospheric boundary layer (ABL) simulation. In each experiment, there was only one hill model in the BLWT test section. The configuration without the hill, i.e. the flat terrain model, was tested as a reference case. Downstream of the hill model, there was a single (alone-standing) wind turbine model. Flow characteristics were studied downstream (behind) the wind turbine model. The wind turbine model was in the parking position in order to study wind characteristics in the situation with a strong wind when there is no rotation of rotor blades. The experimental results indicate a velocity decrease and stronger turbulence in the wind turbine wake in the presence of a hill, which trend is more pronounced in the case of larger hills. Strong velocity gradients are observed around the hub height in the large hill configuration, while this velocity deficit is the smallest in the hill with a bay configuration due to flow channeling. The velocity power spectra reveal the characteristic peak due to the vortex shedding from the hill ridge. The obtained results provide a new insight into the turbulent wake characteristics of a single wind turbine placed downstream of a hill with a potential to serve as a validation tool for computational studies.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="56bb56e35262599622814bec07bbdecd" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":100503075,"asset_id":99403830,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/100503075/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="99403830"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="99403830"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 99403830; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=99403830]").text(description); $(".js-view-count[data-work-id=99403830]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 99403830; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='99403830']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-a9bf3a2bc8c89fa2a77156577594264ee8a0f214d74241bc0fcd3f69f8d107ac.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "56bb56e35262599622814bec07bbdecd" } } $('.js-work-strip[data-work-id=99403830]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":99403830,"title":"Wind Characteristics in the Wake of a Non-Rotating Wind Turbine close to a Hill","internal_url":"https://www.academia.edu/99403830/Wind_Characteristics_in_the_Wake_of_a_Non_Rotating_Wind_Turbine_close_to_a_Hill","owner_id":215975901,"coauthors_can_edit":true,"owner":{"id":215975901,"first_name":"Claudio","middle_initials":null,"last_name":"Borri","page_name":"ClaudioBorri1","domain_name":"independent","created_at":"2022-02-27T03:03:39.385-08:00","display_name":"Claudio Borri","url":"https://independent.academia.edu/ClaudioBorri1"},"attachments":[{"id":100503075,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/100503075/thumbnails/1.jpg","file_name":"331215.pdf","download_url":"https://www.academia.edu/attachments/100503075/download_file","bulk_download_file_name":"Wind_Characteristics_in_the_Wake_of_a_No.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/100503075/331215-libre.pdf?1680279898=\u0026response-content-disposition=attachment%3B+filename%3DWind_Characteristics_in_the_Wake_of_a_No.pdf\u0026Expires=1739949794\u0026Signature=Dj~qpfwuWD0k3HIY~RnguV5vMxyrFkfzfePKzbDD0H1bEvsDrEzBEfsDt~ci6BMZPsRLOHv7TDOTxdmGNYvUYr3Gvhl6RIjWirxDNVjWhmrxqjXpCq-cGYsExVYNLrbb5rQlhlwTPcB7oLOQyG1FBPnsEvKSlU2AJsWVAirtQ0H7e8cQGgpA8xmfih3kb6-fTB9KEtr~e63B~m4oDz9~q3uhnLnjqiDACJP5eK7s18h~dwZAfgJymZ4GiYVn37BpKdSD5ysatCiOZCe73AoX6mWTDK61ohLSSvjvBBrtD0uAb2BkYIdG6jUxDZbAcyTxMbtAsZwg8uI8C3N2ZKKh3g__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="99403829"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/99403829/Ground_Penetrating_Radar_Survey_of_the_Floor_of_the_Accademia_Gallery_Florence_Italy_"><img alt="Research paper thumbnail of Ground Penetrating Radar Survey of the Floor of the Accademia Gallery (Florence, Italy)" class="work-thumbnail" src="https://attachments.academia-assets.com/100503078/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/99403829/Ground_Penetrating_Radar_Survey_of_the_Floor_of_the_Accademia_Gallery_Florence_Italy_">Ground Penetrating Radar Survey of the Floor of the Accademia Gallery (Florence, Italy)</a></div><div class="wp-workCard_item"><span>Remote Sensing</span><span>, 2021</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">This paper reports the results of a ground penetrating radar (GPR) survey of the ground-floor of ...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">This paper reports the results of a ground penetrating radar (GPR) survey of the ground-floor of Academia Gallery (Florence, Italy) where the Michelangelo’s David is exhibited to the public. The equipment used was a step-frequency GPR operating in the 100 MHz-1 GHz band, named ORFEUS. The survey covered an area of 13 m × 7.3 m, and the scans were performed along two orthogonal directions. Acquisitions in the same direction were separated by 0.25 m from each other. The GPR was able to confirm the underground structure, as it can be deducted by planimetry and historical documentation. In particular, the radar clearly detected the air-conditioning ducts under the floor and an approximately circular foundation below the basement of the statue.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="0192ecfc0cb3645bf12df512f926886a" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":100503078,"asset_id":99403829,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/100503078/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="99403829"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="99403829"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 99403829; 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dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "0192ecfc0cb3645bf12df512f926886a" } } $('.js-work-strip[data-work-id=99403829]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":99403829,"title":"Ground Penetrating Radar Survey of the Floor of the Accademia Gallery (Florence, Italy)","internal_url":"https://www.academia.edu/99403829/Ground_Penetrating_Radar_Survey_of_the_Floor_of_the_Accademia_Gallery_Florence_Italy_","owner_id":215975901,"coauthors_can_edit":true,"owner":{"id":215975901,"first_name":"Claudio","middle_initials":null,"last_name":"Borri","page_name":"ClaudioBorri1","domain_name":"independent","created_at":"2022-02-27T03:03:39.385-08:00","display_name":"Claudio Borri","url":"https://independent.academia.edu/ClaudioBorri1"},"attachments":[{"id":100503078,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/100503078/thumbnails/1.jpg","file_name":"pdf.pdf","download_url":"https://www.academia.edu/attachments/100503078/download_file","bulk_download_file_name":"Ground_Penetrating_Radar_Survey_of_the_F.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/100503078/pdf-libre.pdf?1680279874=\u0026response-content-disposition=attachment%3B+filename%3DGround_Penetrating_Radar_Survey_of_the_F.pdf\u0026Expires=1740157729\u0026Signature=f6iriL8UDupFOmFJZQzen9VHX6RylgU~6biSM6KzlhRfThXBOJBMHJpImktRO3HFiKBuar~1IV52tTKs7gGyJEfRqQ4NaiLLMthXR0M8hxUpPl6rnACQhhbrgOymmMDNtBkaE3jiRS3Z9kC~FE0YmLd4Ql3roJeNOtjRrZ5sfk80kHsUWAkfQ3gTWNu8hSU3OxxZix-06hmJl9cwAps-pco5ccqCC5HsPUnQnYXRznJW7OBH31pIqYEUyjPRAIQPOPz2M7VnU1gvXTP98bUUzbzVDfNyVHMo-cCDqgPYRKkkE2ggzGezMXZq4ui05JJCanAw-~7LjeBLHohvK~U2ww__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"},{"id":100503073,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/100503073/thumbnails/1.jpg","file_name":"pdf.pdf","download_url":"https://www.academia.edu/attachments/100503073/download_file","bulk_download_file_name":"Ground_Penetrating_Radar_Survey_of_the_F.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/100503073/pdf-libre.pdf?1680279878=\u0026response-content-disposition=attachment%3B+filename%3DGround_Penetrating_Radar_Survey_of_the_F.pdf\u0026Expires=1740157729\u0026Signature=L3UCDjluuKm1Tq-FffFnqKJ2RKKYfh9jGsOpxYuRsbCO3TFiBTo7r-lWzReSp7PaSR0LM7QjrssKhcDcmwNFow-Z3C4xjW1ArdaPX55Dl3nn-qsxzmiv70ou5aztgg6KGH90hWH7n~h8kCL0SYFfBV5ixIeCan-xJ~tzThRhS6ulP8D0vYaXElnidPMps2brgE8zRFVr0Q4-Hy7ZNepjcyA1XeHyoBBLlAoKweNugDeYpaL3e4cZP169ePAbpOMD9yPjgA4~ii2RqsfGhACfqvVtl6haqSVPcBACJTz1B9s6Ma5sKekWsKxrHq64eO5SRw194XEG7mwV~bGQPT61bA__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="99403828"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/99403828/Influence_of_Clumps_Weighted_Moorings_on_a_Spar_Buoy_Offshore_Wind_Turbine"><img alt="Research paper thumbnail of Influence of Clumps-Weighted Moorings on a Spar Buoy Offshore Wind Turbine" class="work-thumbnail" src="https://attachments.academia-assets.com/100503076/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/99403828/Influence_of_Clumps_Weighted_Moorings_on_a_Spar_Buoy_Offshore_Wind_Turbine">Influence of Clumps-Weighted Moorings on a Spar Buoy Offshore Wind Turbine</a></div><div class="wp-workCard_item"><span>Energies</span><span>, 2020</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">The spar buoy platform for offshore wind turbines is the most utilized type and the OC3 Hywind sy...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">The spar buoy platform for offshore wind turbines is the most utilized type and the OC3 Hywind system design is largely used in research. This system is usually moored with three catenary cables with 120° between each other. Adding clump weights to the mooring lines has an influence on the platform response and on the mooring line tension. However, the optimal choice for their position and weight is still an open issue, especially considering the multitude of sea states the platform can be exposed to. In this study, therefore, an analysis on the influence of two such variables on the platform response and on the mooring line tension is presented. FAST by the National Renewable Energy Laboratory (NREL) is used to perform time domain simulations and Response Amplitude Operators are adopted as the main indicators of the clump weights effects. Results show that the clump weight mass is not as influential as the position, which turns out to be optimal, especially for the Surge degree of ...</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="0c7bc5ce41a02933c2821837fda8a292" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":100503076,"asset_id":99403828,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/100503076/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="99403828"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="99403828"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 99403828; 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="99403827"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/99403827/Wind_characteristics_in_wind_farms_situated_on_a_hilly_terrain"><img alt="Research paper thumbnail of Wind characteristics in wind farms situated on a hilly terrain" class="work-thumbnail" src="https://attachments.academia-assets.com/100503113/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/99403827/Wind_characteristics_in_wind_farms_situated_on_a_hilly_terrain">Wind characteristics in wind farms situated on a hilly terrain</a></div><div class="wp-workCard_item"><span>Journal of Wind Engineering and Industrial Aerodynamics</span><span>, 2018</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Wind characteristics in wind farms situated on a hilly terrain are considerably different than on...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Wind characteristics in wind farms situated on a hilly terrain are considerably different than on a flat terrain. This issue is particularly important in strong-wind situations, when the wind velocity exceeds 25 m/s. In those situations, wind turbines are designed to remain in the parking position (no rotation of rotor blades) to prevent damage or even collapse of wind turbines. The present wind-tunnel study thus focuses on flow and turbulence characteristics in wind farms situated on a hilly terrain subjected to strong winds. A particular emphasis is on wind conditions for wind turbines placed at various positions in wind farms, as well as on a distance between a hill and a wind farm. The hill model is observed to strongly influence flow and turbulence characteristics at the wind-turbine model position in the wind-farm model. The most prominent aerodynamic features are flow retardation and turbulence enhancement, whereas the velocity power spectra show different trends along the height of the wind-turbine tower model. These experimental results present an important input for engineers attempting to design more robust and reliable wind turbines for hilly terrains.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="3d5975631ae0e18d1f9b97493c0021e1" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":100503113,"asset_id":99403827,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/100503113/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="99403827"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="99403827"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 99403827; 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="99403826"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/99403826/Comparison_of_hydrodynamic_loading_models_for_vertical_cylinders_in_nonlinear_waves"><img alt="Research paper thumbnail of Comparison of hydrodynamic loading models for vertical cylinders in nonlinear waves" class="work-thumbnail" src="https://attachments.academia-assets.com/100503120/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/99403826/Comparison_of_hydrodynamic_loading_models_for_vertical_cylinders_in_nonlinear_waves">Comparison of hydrodynamic loading models for vertical cylinders in nonlinear waves</a></div><div class="wp-workCard_item"><span>Procedia Engineering</span><span>, 2017</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Monopiles able to support very large offshore wind turbines are slender structures susceptible to...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Monopiles able to support very large offshore wind turbines are slender structures susceptible to nonlinear resonant phenomena. With the aim to better understand and model the wave-loading on these structures in very steep waves where ringing occurs and the numerical wave-loading models tend to lose validity, this study investigates the distinct influences of nonlinearities in the wave kinematics and in the hydrodynamic loading models. Six wave kinematics from linear to fully nonlinear are modelled in combination with four hydrodynamic loading models from three theories, assessing the effects of both types of nonlinearities and the wave conditions where each type has stronger influence. The main findings include that the nonlinearities in the wave kinematics have stronger influence in the intermediate water depth, while the choice of the hydrodynamic loading model has larger influence in deep water. Moreover, finite-depth FNV theory captures the loading in the widest range of wave and cylinder conditions. The areas of worst prediction by the numerical models were found to be the largest steepness and wave numbers for second harmonic, as well as the vicinity of the wave-breaking limit, especially for the third harmonic. The main cause is the non-monotonic growth of the experimental loading with increasing steepness due to flow separation, which leads to increasing numerical overpredictions since the numerical wave-loading models increase monotonically.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="d0c7949592b3b7ad9f0ff094964627e6" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":100503120,"asset_id":99403826,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/100503120/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="99403826"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="99403826"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 99403826; 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dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "d0c7949592b3b7ad9f0ff094964627e6" } } $('.js-work-strip[data-work-id=99403826]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":99403826,"title":"Comparison of hydrodynamic loading models for vertical cylinders in nonlinear waves","internal_url":"https://www.academia.edu/99403826/Comparison_of_hydrodynamic_loading_models_for_vertical_cylinders_in_nonlinear_waves","owner_id":215975901,"coauthors_can_edit":true,"owner":{"id":215975901,"first_name":"Claudio","middle_initials":null,"last_name":"Borri","page_name":"ClaudioBorri1","domain_name":"independent","created_at":"2022-02-27T03:03:39.385-08:00","display_name":"Claudio Borri","url":"https://independent.academia.edu/ClaudioBorri1"},"attachments":[{"id":100503120,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/100503120/thumbnails/1.jpg","file_name":"Mockut_C4_97_20et_20al._20-_202019_20-_20Comparison_20of_20Nonlinear_20Wave-Loading_20Models_20on_20Rigid_20Cylinders_20in_20Regular_20W.pdf","download_url":"https://www.academia.edu/attachments/100503120/download_file","bulk_download_file_name":"Comparison_of_hydrodynamic_loading_model.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/100503120/Mockut_C4_97_20et_20al._20-_202019_20-_20Comparison_20of_20Nonlinear_20Wave-Loading_20Models_20on_20Rigid_20Cylinders_20in_20Regular_20W-libre.pdf?1680279894=\u0026response-content-disposition=attachment%3B+filename%3DComparison_of_hydrodynamic_loading_model.pdf\u0026Expires=1740157729\u0026Signature=fNjFhnGVo~1wvfrfnGz6mHqe5Oi-Ai~cRnyeJFwW6PfNFm5zLSV9zBCSnipv~C6ofjPHhie52Feo3qOuvR1UaKOGlwXfsosoMc-8WtU8sQwmLl8h44-FWgGIApEgbrDq0hLIF1VPPbT66L2hDynD2PcMoS4DlY7mugShou6E~1eXXaYfrua9AqA9foQHbAVQBPSntSZKah1izp5R7uWljO78uSb8vnTTWe9yRBmB0HXjO33uSQXSDukt~Sm4QOlkk2PuHiDg8GZpeRvqKp8PD6HPk6QCCPikaGpPYFYjD1ChtJ09f5i9n65MaAwonocyxtb66O8OoFsaMGxxJsHmiA__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="99403825"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" rel="nofollow" href="https://www.academia.edu/99403825/Non_Conventional_Wind_Loading_on_Ultra_High_Towers_in_Solar_Updraft_Power_Plants"><img alt="Research paper thumbnail of Non-Conventional Wind Loading on Ultra-High Towers in Solar Updraft Power Plants" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" rel="nofollow" href="https://www.academia.edu/99403825/Non_Conventional_Wind_Loading_on_Ultra_High_Towers_in_Solar_Updraft_Power_Plants">Non-Conventional Wind Loading on Ultra-High Towers in Solar Updraft Power Plants</a></div><div class="wp-workCard_item"><span>Journal of the International Association For Shell and Spatial Structures</span><span>, 2011</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Renewable and sustainable energy sources are nowadays considered to be a key element for sustaina...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Renewable and sustainable energy sources are nowadays considered to be a key element for sustainable development of the worldwide economy. The Solar Updraft Power Plant technology addresses a very challenging, not yet exploited, idea of combining two kinds of renewable energy: wind and solar. The basic idea is the conversion of solar radiation into electric power, but the potentials of an unrivalled economical energy production can be achieved only through the highest degree of optimization of the structural behaviour, the thermodynamic efficiency and the construction costs. Solar towers, being very high-rise (up to 1500m) and extremely thin shell structures, are mainly affected by the wind action, which thus decides the feasibility of this new technology. The modelling of the wind action and the stochastic analysis of the structural response need to be up-graded, since the tower height and the loading models are far beyond the current experience. Wind tunnel tests are decisive for such a purpose. The paper summarizes the main issues to be considered in the structural design of the tower, with regard to the wind action, and introduces the large experimental investigation in the wind tunnel which is currently being performed at Ruhr-Universitat Bochum.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="99403825"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="99403825"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 99403825; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=99403825]").text(description); $(".js-view-count[data-work-id=99403825]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 99403825; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='99403825']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-a9bf3a2bc8c89fa2a77156577594264ee8a0f214d74241bc0fcd3f69f8d107ac.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (false){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "-1" } } $('.js-work-strip[data-work-id=99403825]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":99403825,"title":"Non-Conventional Wind Loading on Ultra-High Towers in Solar Updraft Power Plants","internal_url":"https://www.academia.edu/99403825/Non_Conventional_Wind_Loading_on_Ultra_High_Towers_in_Solar_Updraft_Power_Plants","owner_id":215975901,"coauthors_can_edit":true,"owner":{"id":215975901,"first_name":"Claudio","middle_initials":null,"last_name":"Borri","page_name":"ClaudioBorri1","domain_name":"independent","created_at":"2022-02-27T03:03:39.385-08:00","display_name":"Claudio Borri","url":"https://independent.academia.edu/ClaudioBorri1"},"attachments":[]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="99403824"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" rel="nofollow" href="https://www.academia.edu/99403824/Two_shape_parametrizations_for_structural_optimization_of_triangular_shells"><img alt="Research paper thumbnail of Two shape parametrizations for structural optimization of triangular shells" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" rel="nofollow" href="https://www.academia.edu/99403824/Two_shape_parametrizations_for_structural_optimization_of_triangular_shells">Two shape parametrizations for structural optimization of triangular shells</a></div><div class="wp-workCard_item"><span>Computers & Structures</span><span>, 2016</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Abstract The complexity of state-of-the-art tools for shell optimization may limit their applicab...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Abstract The complexity of state-of-the-art tools for shell optimization may limit their applicability in common practice. We propose two shape parametrizations, inserted into a robust and simple procedure, based on linear finite elements and gradient-based optimization. We represent the mid-surface by triangular Bezier surface and ad-hoc heuristic functions. The first method allows searching for a general shape, while in the second one the functions are chosen according to structural and aesthetical criteria. Small number of design variables ensures efficiency. The procedure is applied to Kresge auditorium at MIT. 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