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overflow: hidden; text-overflow: ellipsis; -webkit-line-clamp: 3; -webkit-box-orient: vertical; }</style><div class="col-xs-12 clearfix"><div class="u-floatLeft"><h1 class="PageHeader-title u-m0x u-fs30">Barge</h1><div class="u-tcGrayDark">20 Followers</div><div class="u-tcGrayDark u-mt2x">Recent papers in <b>Barge</b></div></div></div></div></div></div><div class="TabbedNavigation"><div class="container"><div class="row"><div class="col-xs-12 clearfix"><ul class="nav u-m0x u-p0x list-inline u-displayFlex"><li class="active"><a href="https://www.academia.edu/Documents/in/Barge">Top Papers</a></li><li><a href="https://www.academia.edu/Documents/in/Barge/MostCited">Most Cited Papers</a></li><li><a href="https://www.academia.edu/Documents/in/Barge/MostDownloaded">Most Downloaded Papers</a></li><li><a href="https://www.academia.edu/Documents/in/Barge/MostRecent">Newest Papers</a></li><li><a class="" href="https://www.academia.edu/People/Barge">People</a></li></ul></div><style type="text/css">ul.nav{flex-direction:row}@media(max-width: 567px){ul.nav{flex-direction:column}.TabbedNavigation li{max-width:100%}.TabbedNavigation li.active{background-color:var(--background-grey, #dddde2)}.TabbedNavigation li.active:before,.TabbedNavigation li.active:after{display:none}}</style></div></div></div><div class="container"><div class="row"><div class="col-xs-12"><div class="u-displayFlex"><div class="u-flexGrow1"><div class="works"><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_42948885" data-work_id="42948885" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/42948885/MOONPOOL_EFFECTS_ON_A_FLOATING_BODY">MOONPOOL EFFECTS ON A FLOATING BODY</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">Floating Drilling Production Storage and Offloading vessels (FDPSO) are used for the production of oil from remote fields, where the installation of pipelines is uneconomical. Moonpool is the main characteristic of the FDPSO. Barges offer... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_42948885" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Floating Drilling Production Storage and Offloading vessels (FDPSO) are used for the production of oil from remote fields, where the installation of pipelines is uneconomical. Moonpool is the main characteristic of the FDPSO. Barges offer cheap way for transportation and lifting of offshore structures. Installation barges are often fitted with moonpool for functional purposes. Motions of trapped water inside the moonpool are a subject of study for researchers. In the present study numerical analysis of barge with and without moonpool were carried out using commercial software namely WAMIT and STAR CCM+. Two different configurations (circular and rectangular shape) of the moonpool were selected to study its effect on the motions of a barge. The oscillations of water inside the moonpool and its effects were also investigated. The numerical results show that the moonpool oscillation changes the response of a barge and also the vessel responses influence the moonpool oscillation. The sloshing mode was found to be dominating in the rectangular moonpool.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/42948885" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="6000dfb8e49be88632662877a1565bcb" rel="nofollow" data-download="{"attachment_id":63203918,"asset_id":42948885,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/63203918/download_file?st=MTczOTgwNzMwMiw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="39122404" href="https://iaeme.academia.edu/publication">IAEME Publication</a><script data-card-contents-for-user="39122404" type="text/json">{"id":39122404,"first_name":"IAEME","last_name":"Publication","domain_name":"iaeme","page_name":"publication","display_name":"IAEME Publication","profile_url":"https://iaeme.academia.edu/publication?f_ri=2654722","photo":"https://0.academia-photos.com/39122404/12178523/13563629/s65_iaeme.publication.jpg"}</script></span></span></li><li class="js-paper-rank-work_42948885 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="42948885"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 42948885, container: ".js-paper-rank-work_42948885", }); 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Moonpool is the main characteristic of the FDPSO. Barges offer cheap way for transportation and lifting of offshore structures. Installation barges are often fitted with moonpool for functional purposes. Motions of trapped water inside the moonpool are a subject of study for researchers. In the present study numerical analysis of barge with and without moonpool were carried out using commercial software namely WAMIT and STAR CCM+. Two different configurations (circular and rectangular shape) of the moonpool were selected to study its effect on the motions of a barge. The oscillations of water inside the moonpool and its effects were also investigated. The numerical results show that the moonpool oscillation changes the response of a barge and also the vessel responses influence the moonpool oscillation. The sloshing mode was found to be dominating in the rectangular moonpool. \n","downloadable_attachments":[{"id":63203918,"asset_id":42948885,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":39122404,"first_name":"IAEME","last_name":"Publication","domain_name":"iaeme","page_name":"publication","display_name":"IAEME Publication","profile_url":"https://iaeme.academia.edu/publication?f_ri=2654722","photo":"https://0.academia-photos.com/39122404/12178523/13563629/s65_iaeme.publication.jpg"}],"research_interests":[{"id":12022,"name":"Numerical Analysis","url":"https://www.academia.edu/Documents/in/Numerical_Analysis?f_ri=2654722","nofollow":true},{"id":861861,"name":"Sloshing","url":"https://www.academia.edu/Documents/in/Sloshing?f_ri=2654722","nofollow":true},{"id":2654722,"name":"Barge","url":"https://www.academia.edu/Documents/in/Barge?f_ri=2654722","nofollow":false}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_82115832" data-work_id="82115832" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" rel="nofollow" href="https://www.academia.edu/82115832/The_Analysis_of_Barge_Bridge_Collision_Response">The Analysis of Barge Bridge Collision Response</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/82115832" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="205593086" href="https://independent.academia.edu/AhmadFitriadhy">Ahmad Fitriadhy</a><script data-card-contents-for-user="205593086" type="text/json">{"id":205593086,"first_name":"Ahmad","last_name":"Fitriadhy","domain_name":"independent","page_name":"AhmadFitriadhy","display_name":"Ahmad Fitriadhy","profile_url":"https://independent.academia.edu/AhmadFitriadhy?f_ri=2654722","photo":"https://0.academia-photos.com/205593086/66154743/54502197/s65_ahmad.fitriadhy.jpeg"}</script></span></span></li><li class="js-paper-rank-work_82115832 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="82115832"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 82115832, container: ".js-paper-rank-work_82115832", }); 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The simulation process was executed using ANSYS®software based on fluid flow (CFX)... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_79299315" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">In the present paper the computational fluid dynamic (CFD) technique is applied to predict the total resistance (Rt) of Self Propelled Coal Barge (SPCB). The simulation process was executed using ANSYS®software based on fluid flow (CFX) solver. The selected CFD method is volume of fluid (VOF). The solid modeling of SPCB is developed using Maxsurf®. Boundary conditions are set on each domain area covering bottom , free surface , inlet , outlet , ship and wall . The variation of computaitional grid ( meshing grid ) which is used in computation are SST ( Shear Stress Transport )67,000, SST 73,000, SST 103,000, SST 117,000, SST 127,000, SST 147,000, SST 157,000, and SST 200,500. Total resistance (Rt) resulted from CFX computation is validated with total resistance (Rt) resulted from Holtrop. The larger of grid meshing size, the better of validation result. The CFD technique demonstrated good agreement with Holtrop formulae in predicting the total resistance (Rt) of SPCB.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/79299315" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="4df48c29fb062c2fd07b8924affed828" rel="nofollow" data-download="{"attachment_id":86061055,"asset_id":79299315,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/86061055/download_file?st=MTczOTgwNzMwMiw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="6180363" href="https://independent.academia.edu/agungpurwana">agung purwana</a><script data-card-contents-for-user="6180363" type="text/json">{"id":6180363,"first_name":"agung","last_name":"purwana","domain_name":"independent","page_name":"agungpurwana","display_name":"agung purwana","profile_url":"https://independent.academia.edu/agungpurwana?f_ri=2654722","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_79299315 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="79299315"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 79299315, container: ".js-paper-rank-work_79299315", }); 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$(".js-view-count[data-work-id=79299315]").text(description); $(".js-view-count-work_79299315").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_79299315").removeClass('hidden') })</script></div></li><li class="InlineList-item u-positionRelative" style="max-width: 250px"><div class="u-positionAbsolute" data-has-card-for-ri-list="79299315"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">4</a>  </div><span class="InlineList-item-text u-textTruncate u-pl9x"><a class="InlineList-item-text" data-has-card-for-ri="48" rel="nofollow" href="https://www.academia.edu/Documents/in/Engineering">Engineering</a>, <script data-card-contents-for-ri="48" type="text/json">{"id":48,"name":"Engineering","url":"https://www.academia.edu/Documents/in/Engineering?f_ri=2654722","nofollow":true}</script><a class="InlineList-item-text" data-has-card-for-ri="15532" rel="nofollow" href="https://www.academia.edu/Documents/in/Marine_Engineering">Marine Engineering</a>, <script data-card-contents-for-ri="15532" type="text/json">{"id":15532,"name":"Marine Engineering","url":"https://www.academia.edu/Documents/in/Marine_Engineering?f_ri=2654722","nofollow":true}</script><a class="InlineList-item-text" data-has-card-for-ri="655995" rel="nofollow" href="https://www.academia.edu/Documents/in/Kapal">Kapal</a>, <script data-card-contents-for-ri="655995" type="text/json">{"id":655995,"name":"Kapal","url":"https://www.academia.edu/Documents/in/Kapal?f_ri=2654722","nofollow":true}</script><a class="InlineList-item-text" data-has-card-for-ri="2654722" href="https://www.academia.edu/Documents/in/Barge">Barge</a><script data-card-contents-for-ri="2654722" type="text/json">{"id":2654722,"name":"Barge","url":"https://www.academia.edu/Documents/in/Barge?f_ri=2654722","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=79299315]'), work: {"id":79299315,"title":"Total Resistance Prediction of Self Propelled Coal Barge (Spcb) Using Computational Fluid Dynamic","created_at":"2022-05-17T04:39:53.558-07:00","url":"https://www.academia.edu/79299315/Total_Resistance_Prediction_of_Self_Propelled_Coal_Barge_Spcb_Using_Computational_Fluid_Dynamic?f_ri=2654722","dom_id":"work_79299315","summary":"In the present paper the computational fluid dynamic (CFD) technique is applied to predict the total resistance (Rt) of Self Propelled Coal Barge (SPCB). The simulation process was executed using ANSYS®software based on fluid flow (CFX) solver. The selected CFD method is volume of fluid (VOF). The solid modeling of SPCB is developed using Maxsurf®. Boundary conditions are set on each domain area covering bottom , free surface , inlet , outlet , ship and wall . The variation of computaitional grid ( meshing grid ) which is used in computation are SST ( Shear Stress Transport )67,000, SST 73,000, SST 103,000, SST 117,000, SST 127,000, SST 147,000, SST 157,000, and SST 200,500. Total resistance (Rt) resulted from CFX computation is validated with total resistance (Rt) resulted from Holtrop. The larger of grid meshing size, the better of validation result. The CFD technique demonstrated good agreement with Holtrop formulae in predicting the total resistance (Rt) of SPCB.","downloadable_attachments":[{"id":86061055,"asset_id":79299315,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":6180363,"first_name":"agung","last_name":"purwana","domain_name":"independent","page_name":"agungpurwana","display_name":"agung purwana","profile_url":"https://independent.academia.edu/agungpurwana?f_ri=2654722","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":48,"name":"Engineering","url":"https://www.academia.edu/Documents/in/Engineering?f_ri=2654722","nofollow":true},{"id":15532,"name":"Marine Engineering","url":"https://www.academia.edu/Documents/in/Marine_Engineering?f_ri=2654722","nofollow":true},{"id":655995,"name":"Kapal","url":"https://www.academia.edu/Documents/in/Kapal?f_ri=2654722","nofollow":true},{"id":2654722,"name":"Barge","url":"https://www.academia.edu/Documents/in/Barge?f_ri=2654722","nofollow":false}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_82115978" data-work_id="82115978" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" rel="nofollow" href="https://www.academia.edu/82115978/The_Analysis_of_Barge_Bridge_Collision_Response">The Analysis of Barge Bridge Collision Response</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/82115978" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="205593086" href="https://independent.academia.edu/AhmadFitriadhy">Ahmad Fitriadhy</a><script data-card-contents-for-user="205593086" type="text/json">{"id":205593086,"first_name":"Ahmad","last_name":"Fitriadhy","domain_name":"independent","page_name":"AhmadFitriadhy","display_name":"Ahmad Fitriadhy","profile_url":"https://independent.academia.edu/AhmadFitriadhy?f_ri=2654722","photo":"https://0.academia-photos.com/205593086/66154743/54502197/s65_ahmad.fitriadhy.jpeg"}</script></span></span></li><li class="js-paper-rank-work_82115978 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="82115978"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 82115978, container: ".js-paper-rank-work_82115978", }); 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$(".js-view-count[data-work-id=82115978]").text(description); $(".js-view-count-work_82115978").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_82115978").removeClass('hidden') })</script></div></li><li class="InlineList-item u-positionRelative" style="max-width: 250px"><div class="u-positionAbsolute" data-has-card-for-ri-list="82115978"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">7</a>  </div><span class="InlineList-item-text u-textTruncate u-pl9x"><a class="InlineList-item-text" data-has-card-for-ri="48" rel="nofollow" href="https://www.academia.edu/Documents/in/Engineering">Engineering</a>, <script data-card-contents-for-ri="48" type="text/json">{"id":48,"name":"Engineering","url":"https://www.academia.edu/Documents/in/Engineering?f_ri=2654722","nofollow":true}</script><a class="InlineList-item-text" data-has-card-for-ri="1336" rel="nofollow" href="https://www.academia.edu/Documents/in/Structural_Engineering">Structural Engineering</a>, <script data-card-contents-for-ri="1336" type="text/json">{"id":1336,"name":"Structural Engineering","url":"https://www.academia.edu/Documents/in/Structural_Engineering?f_ri=2654722","nofollow":true}</script><a class="InlineList-item-text" data-has-card-for-ri="12147" rel="nofollow" href="https://www.academia.edu/Documents/in/Finite_element_method">Finite element method</a>, <script data-card-contents-for-ri="12147" type="text/json">{"id":12147,"name":"Finite element method","url":"https://www.academia.edu/Documents/in/Finite_element_method?f_ri=2654722","nofollow":true}</script><a class="InlineList-item-text" data-has-card-for-ri="149166" rel="nofollow" href="https://www.academia.edu/Documents/in/Impact">Impact</a><script data-card-contents-for-ri="149166" type="text/json">{"id":149166,"name":"Impact","url":"https://www.academia.edu/Documents/in/Impact?f_ri=2654722","nofollow":true}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=82115978]'), work: {"id":82115978,"title":"The Analysis of Barge Bridge Collision Response","created_at":"2022-06-23T10:10:32.867-07:00","url":"https://www.academia.edu/82115978/The_Analysis_of_Barge_Bridge_Collision_Response?f_ri=2654722","dom_id":"work_82115978","summary":null,"downloadable_attachments":[],"ordered_authors":[{"id":205593086,"first_name":"Ahmad","last_name":"Fitriadhy","domain_name":"independent","page_name":"AhmadFitriadhy","display_name":"Ahmad Fitriadhy","profile_url":"https://independent.academia.edu/AhmadFitriadhy?f_ri=2654722","photo":"https://0.academia-photos.com/205593086/66154743/54502197/s65_ahmad.fitriadhy.jpeg"}],"research_interests":[{"id":48,"name":"Engineering","url":"https://www.academia.edu/Documents/in/Engineering?f_ri=2654722","nofollow":true},{"id":1336,"name":"Structural Engineering","url":"https://www.academia.edu/Documents/in/Structural_Engineering?f_ri=2654722","nofollow":true},{"id":12147,"name":"Finite element method","url":"https://www.academia.edu/Documents/in/Finite_element_method?f_ri=2654722","nofollow":true},{"id":149166,"name":"Impact","url":"https://www.academia.edu/Documents/in/Impact?f_ri=2654722","nofollow":true},{"id":171868,"name":"COLLISION","url":"https://www.academia.edu/Documents/in/COLLISION?f_ri=2654722"},{"id":1299198,"name":"Pier","url":"https://www.academia.edu/Documents/in/Pier?f_ri=2654722"},{"id":2654722,"name":"Barge","url":"https://www.academia.edu/Documents/in/Barge?f_ri=2654722"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_78452490" data-work_id="78452490" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" rel="nofollow" href="https://www.academia.edu/78452490/Design_of_a_Mooring_System_for_an_Offshore_Structure_A_case_study_of_5000_Tonnes_Offshore_Work_Barge_WB_">Design of a Mooring System for an Offshore Structure: A case study of 5000 Tonnes Offshore Work Barge (WB)</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">The stability and dynamic positioning of any floating structure is essential during offshore activities. It is therefore necessary to carry out offshore mooring system analysis in order for it to withstand extreme environmental forces of... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_78452490" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">The stability and dynamic positioning of any floating structure is essential during offshore activities. It is therefore necessary to carry out offshore mooring system analysis in order for it to withstand extreme environmental forces of wind, wave, and current that will act on the structures. This project is focused on designing a fit-for-purpose catenary mooring system to achieve the stability and dynamic positioning of a 5000 tonnes Offshore Work barge with an Helicopter landing Platform and a crane carrier. The mooring design is based on engineering and scientific principle (numerical method), in which elastic catenary equation are derived and applied to determine the dynamic response; the degree of environmental force in the floating structure and the minimum line required for mooring. Classification society of Det Norske Veritas DNV regulations were adopted.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/78452490" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="205868665" href="https://independent.academia.edu/SNitonye">Samson Nitonye</a><script data-card-contents-for-user="205868665" type="text/json">{"id":205868665,"first_name":"Samson","last_name":"Nitonye","domain_name":"independent","page_name":"SNitonye","display_name":"Samson Nitonye","profile_url":"https://independent.academia.edu/SNitonye?f_ri=2654722","photo":"https://0.academia-photos.com/205868665/66378571/90213839/s65_samson.nitonye.jpg"}</script></span></span></li><li class="js-paper-rank-work_78452490 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="78452490"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 78452490, container: ".js-paper-rank-work_78452490", }); });</script></li><li class="js-percentile-work_78452490 InlineList-item InlineList-item--bordered hidden u-tcGrayDark"><span class="percentile-widget hidden"><span class="u-mr2x percentile-widget" style="display: none">•</span><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 78452490; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-percentile-work_78452490"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></li><li class="js-view-count-work_78452490 InlineList-item InlineList-item--bordered hidden"><div><span><span class="js-view-count view-count u-mr2x" data-work-id="78452490"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 78452490; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=78452490]").text(description); $(".js-view-count-work_78452490").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_78452490").removeClass('hidden') })</script></div></li><li class="InlineList-item u-positionRelative" style="max-width: 250px"><div class="u-positionAbsolute" data-has-card-for-ri-list="78452490"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">5</a>  </div><span class="InlineList-item-text u-textTruncate u-pl9x"><a class="InlineList-item-text" data-has-card-for-ri="402" rel="nofollow" href="https://www.academia.edu/Documents/in/Environmental_Science">Environmental Science</a>, <script data-card-contents-for-ri="402" type="text/json">{"id":402,"name":"Environmental Science","url":"https://www.academia.edu/Documents/in/Environmental_Science?f_ri=2654722","nofollow":true}</script><a class="InlineList-item-text" data-has-card-for-ri="15532" rel="nofollow" href="https://www.academia.edu/Documents/in/Marine_Engineering">Marine Engineering</a>, <script data-card-contents-for-ri="15532" type="text/json">{"id":15532,"name":"Marine Engineering","url":"https://www.academia.edu/Documents/in/Marine_Engineering?f_ri=2654722","nofollow":true}</script><a class="InlineList-item-text" data-has-card-for-ri="159345" rel="nofollow" href="https://www.academia.edu/Documents/in/Mooring">Mooring</a>, <script data-card-contents-for-ri="159345" type="text/json">{"id":159345,"name":"Mooring","url":"https://www.academia.edu/Documents/in/Mooring?f_ri=2654722","nofollow":true}</script><a class="InlineList-item-text" data-has-card-for-ri="1760994" rel="nofollow" href="https://www.academia.edu/Documents/in/Submarine_Pipeline">Submarine Pipeline</a><script data-card-contents-for-ri="1760994" type="text/json">{"id":1760994,"name":"Submarine Pipeline","url":"https://www.academia.edu/Documents/in/Submarine_Pipeline?f_ri=2654722","nofollow":true}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=78452490]'), work: {"id":78452490,"title":"Design of a Mooring System for an Offshore Structure: A case study of 5000 Tonnes Offshore Work Barge (WB)","created_at":"2022-05-04T11:41:00.226-07:00","url":"https://www.academia.edu/78452490/Design_of_a_Mooring_System_for_an_Offshore_Structure_A_case_study_of_5000_Tonnes_Offshore_Work_Barge_WB_?f_ri=2654722","dom_id":"work_78452490","summary":"The stability and dynamic positioning of any floating structure is essential during offshore activities. It is therefore necessary to carry out offshore mooring system analysis in order for it to withstand extreme environmental forces of wind, wave, and current that will act on the structures. This project is focused on designing a fit-for-purpose catenary mooring system to achieve the stability and dynamic positioning of a 5000 tonnes Offshore Work barge with an Helicopter landing Platform and a crane carrier. The mooring design is based on engineering and scientific principle (numerical method), in which elastic catenary equation are derived and applied to determine the dynamic response; the degree of environmental force in the floating structure and the minimum line required for mooring. Classification society of Det Norske Veritas DNV regulations were adopted.","downloadable_attachments":[],"ordered_authors":[{"id":205868665,"first_name":"Samson","last_name":"Nitonye","domain_name":"independent","page_name":"SNitonye","display_name":"Samson Nitonye","profile_url":"https://independent.academia.edu/SNitonye?f_ri=2654722","photo":"https://0.academia-photos.com/205868665/66378571/90213839/s65_samson.nitonye.jpg"}],"research_interests":[{"id":402,"name":"Environmental Science","url":"https://www.academia.edu/Documents/in/Environmental_Science?f_ri=2654722","nofollow":true},{"id":15532,"name":"Marine Engineering","url":"https://www.academia.edu/Documents/in/Marine_Engineering?f_ri=2654722","nofollow":true},{"id":159345,"name":"Mooring","url":"https://www.academia.edu/Documents/in/Mooring?f_ri=2654722","nofollow":true},{"id":1760994,"name":"Submarine Pipeline","url":"https://www.academia.edu/Documents/in/Submarine_Pipeline?f_ri=2654722","nofollow":true},{"id":2654722,"name":"Barge","url":"https://www.academia.edu/Documents/in/Barge?f_ri=2654722"}]}, }) } })();</script></ul></li></ul></div></div></div><div class="u-taCenter Pagination"><ul class="pagination"></ul></div></div><div class="hidden-xs hidden-sm"><div class="u-pl6x"><div style="width: 300px;"></div></div></div></div></div><script>// MIT License // Copyright © 2011 Sebastian Tschan, https://blueimp.net // Permission is hereby granted, free of charge, to any person obtaining a copy of // this software and associated documentation files (the "Software"), to deal in // the Software without restriction, including without limitation the rights to // use, copy, modify, merge, publish, distribute, sublicense, and/or sell copies of // the Software, and to permit persons to whom the Software is furnished to do so, // subject to the following conditions: // The above copyright notice and this permission notice shall be included in all // copies or substantial portions of the Software. // THE SOFTWARE IS PROVIDED "AS IS", WITHOUT WARRANTY OF ANY KIND, EXPRESS OR // IMPLIED, INCLUDING BUT NOT LIMITED TO THE WARRANTIES OF MERCHANTABILITY, FITNESS // FOR A PARTICULAR PURPOSE AND NONINFRINGEMENT. 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