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This situation is particularly unacceptable in the case of essential facilities, such as healthcare structures. Amongst these, the Santa Maria Hospital -finished in 1953 with a total area of 120,000 m 2 -in Lisbon, was designed without explicit consideration for earthquake loading. Given the crucial importance of this healthcare facility in the case of a strong earthquake in the greater Lisbon metropolitan area, the Portuguese Health Ministry requested a seismic vulnerability assessment of the Hospital structure, as well as of the major non-structural components, medical equipment and basic infrastructure lifelines.","publication_date":"2004,,","grobid_abstract_attachment_id":"31831728"},"document_type":"paper","pre_hit_view_count_baseline":0,"quality":"high","language":"en","title":"SEISMIC PERFORMANCE ASSESSMENT OF REINFORCED CONCRETE STRUCTURES WITH MASONRY INFILLED PANELS: THE CASE OF BLOCK # 22 OF THE SANTA MARIA HOSPITAL IN LISBON","broadcastable":true,"draft":null,"has_indexable_attachment":true,"indexable":true}}["work"]; window.loswp.workCoauthors = [5400691]; window.loswp.locale = "en"; window.loswp.countryCode = "SG"; window.loswp.cwvAbTestBucket = ""; window.loswp.designVariant = "ds_vanilla"; window.loswp.fullPageMobileSutdModalVariant = "control"; window.loswp.useOptimizedScribd4genScript = false; window.loginModal = {}; window.loginModal.appleClientId = 'edu.academia.applesignon'; window.userInChina = "false";</script><script defer="" src="https://accounts.google.com/gsi/client"></script><div class="ds-loswp-container"><div class="ds-work-card--grid-container"><div class="ds-work-card--container js-loswp-work-card"><div class="ds-work-card--cover"><div class="ds-work-cover--wrapper"><div class="ds-work-cover--container"><button class="ds-work-cover--clickable js-swp-download-button" data-signup-modal="{"location":"swp-splash-paper-cover","attachmentId":31831728,"attachmentType":"pdf"}"><img alt="First page of “SEISMIC PERFORMANCE ASSESSMENT OF REINFORCED CONCRETE STRUCTURES WITH MASONRY INFILLED PANELS: THE CASE OF BLOCK # 22 OF THE SANTA MARIA HOSPITAL IN LISBON”" class="ds-work-cover--cover-thumbnail" src="https://0.academia-photos.com/attachment_thumbnails/31831728/mini_magick20190425-15039-50faky.png?1556257060" /><img alt="PDF Icon" class="ds-work-cover--file-icon" src="//a.academia-assets.com/images/single_work_splash/adobe_icon.svg" /><div class="ds-work-cover--hover-container"><span class="material-symbols-outlined" style="font-size: 20px" translate="no">download</span><p>Download Free PDF</p></div><div class="ds-work-cover--ribbon-container">Download Free PDF</div><div class="ds-work-cover--ribbon-triangle"></div></button></div></div></div><div class="ds-work-card--work-information"><h1 class="ds-work-card--work-title">SEISMIC PERFORMANCE ASSESSMENT OF REINFORCED CONCRETE STRUCTURES WITH MASONRY INFILLED PANELS: THE CASE OF BLOCK # 22 OF THE SANTA MARIA HOSPITAL IN LISBON</h1><div class="ds-work-card--work-authors ds-work-card--detail"><a class="ds-work-card--author js-wsj-grid-card-author ds2-5-body-md ds2-5-body-link" data-author-id="5400691" href="https://independent.academia.edu/StructuralEngenharia"><img alt="Profile image of Structural Engenharia" class="ds-work-card--author-avatar" src="https://0.academia-photos.com/5400691/2371083/2762378/s65_structural.engenharia.jpg" />Structural Engenharia</a></div><div class="ds-work-card--detail"><p class="ds-work-card--detail ds2-5-body-sm">2004</p><div class="ds-work-card--work-metadata"><div class="ds-work-card--work-metadata__stat"><span class="material-symbols-outlined" style="font-size: 20px" translate="no">visibility</span><p class="ds2-5-body-sm" id="work-metadata-view-count">…</p></div><div class="ds-work-card--work-metadata__stat"><span class="material-symbols-outlined" style="font-size: 20px" translate="no">description</span><p class="ds2-5-body-sm">15 pages</p></div><div class="ds-work-card--work-metadata__stat"><span class="material-symbols-outlined" style="font-size: 20px" translate="no">link</span><p class="ds2-5-body-sm">1 file</p></div></div><script>(async () => { const workId = 4404119; const worksViewsPath = "/v0/works/views?subdomain_param=api&work_ids%5B%5D=4404119"; const getWorkViews = async (workId) => { const response = await fetch(worksViewsPath); if (!response.ok) { throw new Error('Failed to load work views'); } const data = await response.json(); return data.views[workId]; }; // Get the view count for the work - we send this immediately rather than waiting for // the DOM to load, so it can be available as soon as possible (but without holding up // the backend or other resource requests, because it's a bit expensive and not critical). const viewCount = await getWorkViews(workId); const updateViewCount = (viewCount) => { try { const viewCountNumber = parseInt(viewCount, 10); if (viewCountNumber === 0) { // Remove the whole views element if there are zero views. document.getElementById('work-metadata-view-count')?.parentNode?.remove(); return; } const commaizedViewCount = viewCountNumber.toLocaleString(); const viewCountBody = document.getElementById('work-metadata-view-count'); if (!viewCountBody) { throw new Error('Failed to find work views element'); } viewCountBody.textContent = `${commaizedViewCount} views`; } catch (error) { // Remove the whole views element if there was some issue parsing. document.getElementById('work-metadata-view-count')?.parentNode?.remove(); throw new Error(`Failed to parse view count: ${viewCount}`, error); } }; // If the DOM is still loading, wait for it to be ready before updating the view count. if (document.readyState === "loading") { document.addEventListener('DOMContentLoaded', () => { updateViewCount(viewCount); }); // Otherwise, just update it immediately. } else { updateViewCount(viewCount); } })();</script></div><p class="ds-work-card--work-abstract ds-work-card--detail ds2-5-body-md">Early, pre-code, reinforced concrete structures present undetermined resistance to earthquakes. This situation is particularly unacceptable in the case of essential facilities, such as healthcare structures. Amongst these, the Santa Maria Hospital -finished in 1953 with a total area of 120,000 m 2 -in Lisbon, was designed without explicit consideration for earthquake loading. Given the crucial importance of this healthcare facility in the case of a strong earthquake in the greater Lisbon metropolitan area, the Portuguese Health Ministry requested a seismic vulnerability assessment of the Hospital structure, as well as of the major non-structural components, medical equipment and basic infrastructure lifelines.</p><div class="ds-work-card--button-container"><button class="ds2-5-button js-swp-download-button" data-signup-modal="{"location":"continue-reading-button--work-card","attachmentId":31831728,"attachmentType":"pdf","workUrl":"https://www.academia.edu/4404119/SEISMIC_PERFORMANCE_ASSESSMENT_OF_REINFORCED_CONCRETE_STRUCTURES_WITH_MASONRY_INFILLED_PANELS_THE_CASE_OF_BLOCK_22_OF_THE_SANTA_MARIA_HOSPITAL_IN_LISBON"}">See full PDF</button><button class="ds2-5-button ds2-5-button--secondary js-swp-download-button" data-signup-modal="{"location":"download-pdf-button--work-card","attachmentId":31831728,"attachmentType":"pdf","workUrl":"https://www.academia.edu/4404119/SEISMIC_PERFORMANCE_ASSESSMENT_OF_REINFORCED_CONCRETE_STRUCTURES_WITH_MASONRY_INFILLED_PANELS_THE_CASE_OF_BLOCK_22_OF_THE_SANTA_MARIA_HOSPITAL_IN_LISBON"}"><span class="material-symbols-outlined" style="font-size: 20px" translate="no">download</span>Download PDF</button></div><div class="ds-signup-banner-trigger-container"><div class="ds-signup-banner-trigger ds-signup-banner-trigger-control"></div></div><div class="ds-signup-banner ds-signup-banner-control"><div id="ds-signup-banner-close-button"><button class="ds2-5-button ds2-5-button--secondary ds2-5-button--inverse"><span class="material-symbols-outlined" style="font-size: 20px" translate="no">close</span></button></div><div class="ds-signup-banner-ctas"><img src="//a.academia-assets.com/images/academia-logo-capital-white.svg" /><h4 class="ds2-5-heading-serif-sm">Sign up for access to the world's latest research</h4><button class="ds2-5-button ds2-5-button--inverse ds2-5-button--full-width js-swp-download-button" data-signup-modal="{"location":"signup-banner"}">Sign up for free<span class="material-symbols-outlined" style="font-size: 20px" translate="no">arrow_forward</span></button></div><div class="ds-signup-banner-divider"></div><div class="ds-signup-banner-reasons"><div class="ds-signup-banner-reasons-item"><span class="material-symbols-outlined" style="font-size: 24px" translate="no">check</span><span>Get notified about relevant papers</span></div><div class="ds-signup-banner-reasons-item"><span class="material-symbols-outlined" style="font-size: 24px" translate="no">check</span><span>Save papers to use in your research</span></div><div class="ds-signup-banner-reasons-item"><span class="material-symbols-outlined" style="font-size: 24px" translate="no">check</span><span>Join the discussion with peers</span></div><div class="ds-signup-banner-reasons-item"><span class="material-symbols-outlined" style="font-size: 24px" translate="no">check</span><span>Track your impact</span></div></div></div><script>(() => { // Set up signup banner show/hide behavior: // 1. 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The adequacy of post occupancy of buildings after an earthquake is highly demanded. This paper investigates seismic performance and vulnerability analysis of 4-storey and 6-storey code-conforming (IS: 456-2000, Indian standard for plain and reinforced concrete code and IS: 1893-2002, Indian standard criteria for earthquake resistant design of structures) reinforced concrete (RC) buildings. The buildings are designed for two different cases such as ordinary moment resisting frame (OMRF) and special moment resisting frame (SMRF). The nonlinear static analysis (pushover analysis) is used to capture initial yielding and gradual progressive plastic behaviour of elements and overall building response under seismic excitations. The deformation characteristics of structural elements are essential to simulate the plastic hinge formation in the process of generation of capacity curve during the pushover analysis. An analytical procedure is developed to evaluate the yield, plastic and ultimate rotation capacities of beams and columns along with different plastic hinge lengths. In the present study, user defined plastic hinge properties of beams and columns are modeled using analytical expressions developed based on Eurocode 8 and incorporated the same in pushover analysis using SAP2000. The nonlinear static analysis is carried out for load patterns proportional to fundamental mode. The analysis gives an estimate of seismic capacity of the structural system and its components based on its material characteristics and detailing of member dimensions. A 100% dead load plus 50% live load is applied prior to the lateral load in the pushover analysis. The building performances are assessed with the capacity curve generated. Performance levels are used to describe the limiting damage condition, which may be considered satisfactory for a building under specific earthquake. The performance levels are expressed in terms of target displacement, defined by limiting values of roof drift, as well as deformation of structural elements. The three performance levels considered in the present study are immediate occupancy, life safety and collapse prevention. The vulnerability of the buildings is estimated in terms of vulnerability index to assess the performance of the building.</p><div class="ds-related-work--ctas"><button class="ds2-5-text-link ds2-5-text-link--inline js-swp-download-button" data-signup-modal="{"location":"wsj-grid-card-download-pdf-modal","work_title":"Nonlinear static analysis to assess seismic performance and vulnerability of code-conforming RC buildings","attachmentId":71052835,"attachmentType":"pdf","work_url":"https://www.academia.edu/54934007/Nonlinear_static_analysis_to_assess_seismic_performance_and_vulnerability_of_code_conforming_RC_buildings","alternativeTracking":true}"><span class="material-symbols-outlined" style="font-size: 18px" translate="no">download</span><span class="ds2-5-text-link__content">Download free PDF</span></button><a class="ds2-5-text-link ds2-5-text-link--inline js-wsj-grid-card-view-pdf" href="https://www.academia.edu/54934007/Nonlinear_static_analysis_to_assess_seismic_performance_and_vulnerability_of_code_conforming_RC_buildings"><span class="ds2-5-text-link__content">View PDF</span><span class="material-symbols-outlined" style="font-size: 18px" translate="no">chevron_right</span></a></div></div><div class="ds-related-work--container js-wsj-grid-card" data-collection-position="1" data-entity-id="114448374" data-sort-order="default"><a class="ds-related-work--title js-wsj-grid-card-title ds2-5-body-md ds2-5-body-link" href="https://www.academia.edu/114448374/Experimental_Seismic_Performance_Assessment_of_Hospital_Building_Contents">Experimental Seismic Performance Assessment of Hospital Building Contents</a><div class="ds-related-work--metadata"><a class="js-wsj-grid-card-author ds2-5-body-sm ds2-5-body-link" data-author-id="5095760" href="https://liverpool.academia.edu/ldisarno">luigi di sarno</a></div><p class="ds-related-work--metadata ds2-5-body-xs">Improving the Seismic Performance of Existing Buildings and Other Structures 2015, 2015</p><p class="ds-related-work--abstract ds2-5-body-sm">This paper presents the experimental validation and analyses of a structural constructive system based on concrete block masonry. The system has been proposed as an innovative solution for the construction of residential buildings. In the present study, an asymmetric configuration for the masonry buildings tested at the shaking table was adopted, being considered two buildings (reinforced and unreinforced). The seismic performance of both buildings is evaluated based on global and relative displacements, global damage patterns and failure mechanisms. Additionally, a comparison of the mechanical performance between the two buildings is also provided. Both structures were tested to "near collapse" condition from which it was found the influence of the geometrical configuration and the presence of steel reinforcement. The reinforced building attained an input acceleration twice the unreinforced building on the weak direction. The structure developed important in-plane and out-of-plane damage mainly at the first level including detachment of units, structural components (wall to wall) and failure of horizontal reinforcement. On the other hand, the damage observed on the unreinforced building was more distributed along the height of the building, is characterized for lower detachment of units but for a clear sliding mechanism at the second level along the cracks at the bed joints.</p><div class="ds-related-work--ctas"><button class="ds2-5-text-link ds2-5-text-link--inline js-swp-download-button" data-signup-modal="{"location":"wsj-grid-card-download-pdf-modal","work_title":"Experimental Seismic Performance Assessment of Hospital Building Contents","attachmentId":111143922,"attachmentType":"pdf","work_url":"https://www.academia.edu/114448374/Experimental_Seismic_Performance_Assessment_of_Hospital_Building_Contents","alternativeTracking":true}"><span class="material-symbols-outlined" style="font-size: 18px" translate="no">download</span><span class="ds2-5-text-link__content">Download free PDF</span></button><a class="ds2-5-text-link ds2-5-text-link--inline js-wsj-grid-card-view-pdf" href="https://www.academia.edu/114448374/Experimental_Seismic_Performance_Assessment_of_Hospital_Building_Contents"><span class="ds2-5-text-link__content">View PDF</span><span class="material-symbols-outlined" style="font-size: 18px" translate="no">chevron_right</span></a></div></div><div class="ds-related-work--container js-wsj-grid-card" data-collection-position="2" data-entity-id="19960474" data-sort-order="default"><a class="ds-related-work--title js-wsj-grid-card-title ds2-5-body-md ds2-5-body-link" href="https://www.academia.edu/19960474/The_Quadrants_Method_A_procedure_to_evaluate_the_seismic_performance_of_existing_buildings">The Quadrants Method: A procedure to evaluate the seismic performance of existing buildings</a><div class="ds-related-work--metadata"><a class="js-wsj-grid-card-author ds2-5-body-sm ds2-5-body-link" data-author-id="40830183" href="https://upc.academia.edu/SergioOller">Sergio Oller</a></div><p class="ds-related-work--abstract ds2-5-body-sm">In this work a new simple procedure for the evaluation of the seismic performance is formulated. It combines the results of non-linear static analysis with a specific Limit State defined by inter-storey drift-based damage threshold and the seismic demand obtained from the inelastic design spectrum. With both values it is possible to define four zones in the capacity curve which characterizes four different seismic performances. The procedure is used to evaluate two reinforced concrete framed buildings, the first one consist in a typical lowrise building designed according to current Venezuelan codes; the second one is a four-storey building designed according to older code, whose had been damaged by fire. Results shown both cases do not meet the Quadrants Method criterion then they need to be redesigned. Redesigned buildings were submitted to a non-linear dynamic analysis, representative of three hazard levels associated with three Limit States. These redesigned buildings met all the objectives associated with the hazard levels, showing the efficiency of the method for the rapid evaluation of the seismic performance of existing buildings.</p><div class="ds-related-work--ctas"><button class="ds2-5-text-link ds2-5-text-link--inline js-swp-download-button" data-signup-modal="{"location":"wsj-grid-card-download-pdf-modal","work_title":"The Quadrants Method: A procedure to evaluate the seismic performance of existing buildings","attachmentId":41245653,"attachmentType":"pdf","work_url":"https://www.academia.edu/19960474/The_Quadrants_Method_A_procedure_to_evaluate_the_seismic_performance_of_existing_buildings","alternativeTracking":true}"><span class="material-symbols-outlined" style="font-size: 18px" translate="no">download</span><span class="ds2-5-text-link__content">Download free PDF</span></button><a class="ds2-5-text-link ds2-5-text-link--inline js-wsj-grid-card-view-pdf" href="https://www.academia.edu/19960474/The_Quadrants_Method_A_procedure_to_evaluate_the_seismic_performance_of_existing_buildings"><span class="ds2-5-text-link__content">View PDF</span><span class="material-symbols-outlined" style="font-size: 18px" translate="no">chevron_right</span></a></div></div><div class="ds-related-work--container js-wsj-grid-card" data-collection-position="3" data-entity-id="114035582" data-sort-order="default"><a class="ds-related-work--title js-wsj-grid-card-title ds2-5-body-md ds2-5-body-link" href="https://www.academia.edu/114035582/Estimation_of_the_seismic_capacity_of_civil_engineering_structures">Estimation of the seismic capacity of civil engineering structures</a><div class="ds-related-work--metadata"><a class="js-wsj-grid-card-author ds2-5-body-sm ds2-5-body-link" data-author-id="118814345" href="https://independent.academia.edu/ZeljanaNikolic">Zeljana Nikolic</a></div><p class="ds-related-work--metadata ds2-5-body-xs">1st Croatian Conference on Earthquake Engineering, 2021</p><p class="ds-related-work--abstract ds2-5-body-sm">Estimation of the seismic capacity of existing buildings is of great importance for the safety of inhabitants in the old cities and settlements. This paper presents estimation of the seismic bearing capacity and collapse mechanism of several masonry buildings typical for the historical city centres and surrounding areas along Dalmatian costs. The evaluation is performed according to Eurocode 8 and corresponding Croatian standard using static non-linear pushover analysis. Complete 3D models of masonry structures were made by TREMURI software assembling 2-nodes macro-elements, representing the non-linear behaviour of masonry panels and piers. The macro-element considers both the shear-sliding damage failure mode and its evolution, controlling the strength deterioration and the stiffness degradation, and rocking mechanisms, with toe crushing effect, modelled by means of phenomenological non-linear constitutive law with stiffness deterioration in compression.</p><div class="ds-related-work--ctas"><button class="ds2-5-text-link ds2-5-text-link--inline js-swp-download-button" data-signup-modal="{"location":"wsj-grid-card-download-pdf-modal","work_title":"Estimation of the seismic capacity of civil engineering structures","attachmentId":110839679,"attachmentType":"pdf","work_url":"https://www.academia.edu/114035582/Estimation_of_the_seismic_capacity_of_civil_engineering_structures","alternativeTracking":true}"><span class="material-symbols-outlined" style="font-size: 18px" translate="no">download</span><span class="ds2-5-text-link__content">Download free PDF</span></button><a class="ds2-5-text-link ds2-5-text-link--inline js-wsj-grid-card-view-pdf" href="https://www.academia.edu/114035582/Estimation_of_the_seismic_capacity_of_civil_engineering_structures"><span class="ds2-5-text-link__content">View PDF</span><span class="material-symbols-outlined" style="font-size: 18px" translate="no">chevron_right</span></a></div></div><div class="ds-related-work--container js-wsj-grid-card" data-collection-position="4" data-entity-id="31967941" data-sort-order="default"><a class="ds-related-work--title js-wsj-grid-card-title ds2-5-body-md ds2-5-body-link" href="https://www.academia.edu/31967941/Seismic_Evaluation_of_Existing_Multi_Storey_Reinforced_Concrete_Building">Seismic Evaluation of Existing Multi Storey Reinforced Concrete Building</a><div class="ds-related-work--metadata"><a class="js-wsj-grid-card-author ds2-5-body-sm ds2-5-body-link" data-author-id="555495" href="https://unitedstatesgeologicalsurvey.academia.edu/ErolKalkan">Erol Kalkan</a></div><p class="ds-related-work--abstract ds2-5-body-sm">After 1998 Adana-Ceyhan Earthquake, many reinforced concrete buildings damaged and some of them, which moderately damaged needed repairing and strengthening. In this study, one of the moderately damaged six-storey building is selected and analyzed by performing code static (elastic) analysis, code dynamic analysis and capacity spectrum analysis after completing of seismic evaluation of the given structure, the states of the building before and after strengthening are compared by performing inelastic static analysis on three-dimensional model. In both states, the lateral load carrying capacity of the frame system is determined by nonlinear static loading procedure called pushover analysis. Then, the capacity of the structure is compared with earthquake demand in Acceleration Displacement Response Spectra (ADRS) format by Capacity Spectrum Method (CSM) and the performance of the structure is estimated. The results of the analyses show that the applied static, dynamic and pushover anal...</p><div class="ds-related-work--ctas"><button class="ds2-5-text-link ds2-5-text-link--inline js-swp-download-button" data-signup-modal="{"location":"wsj-grid-card-download-pdf-modal","work_title":"Seismic Evaluation of Existing Multi Storey Reinforced Concrete Building","attachmentId":52241821,"attachmentType":"pdf","work_url":"https://www.academia.edu/31967941/Seismic_Evaluation_of_Existing_Multi_Storey_Reinforced_Concrete_Building","alternativeTracking":true}"><span class="material-symbols-outlined" style="font-size: 18px" translate="no">download</span><span class="ds2-5-text-link__content">Download free PDF</span></button><a class="ds2-5-text-link ds2-5-text-link--inline js-wsj-grid-card-view-pdf" href="https://www.academia.edu/31967941/Seismic_Evaluation_of_Existing_Multi_Storey_Reinforced_Concrete_Building"><span class="ds2-5-text-link__content">View PDF</span><span class="material-symbols-outlined" style="font-size: 18px" translate="no">chevron_right</span></a></div></div><div class="ds-related-work--container js-wsj-grid-card" data-collection-position="5" data-entity-id="71429040" data-sort-order="default"><a class="ds-related-work--title js-wsj-grid-card-title ds2-5-body-md ds2-5-body-link" href="https://www.academia.edu/71429040/Predicting_the_seismic_performance_of_typical_R_C_healthcare_facilities_emphasis_on_hospitals">Predicting the seismic performance of typical R/C healthcare facilities: emphasis on hospitals</a><div class="ds-related-work--metadata"><a class="js-wsj-grid-card-author ds2-5-body-sm ds2-5-body-link" data-author-id="102326" href="https://epoka.academia.edu/H%C3%BCseyinBilgin">Huseyin Bilgin</a></div><p class="ds-related-work--metadata ds2-5-body-xs">International Journal of Advanced Structural Engineering</p><p class="ds-related-work--abstract ds2-5-body-sm">Reinforced concrete (RC) type of buildings constitutes an important part of the current building stock in earthquake prone countries such as Albania. Seismic response of structures during a severe earthquake plays a vital role in the extent of structural damage and resulting injuries and losses. In this context, this study evaluates the expected performance of a five-story RC healthcare facility, representative of common practice in Albania, designed according to older codes. The design was based on the code requirements used in this region during the mid-1980s. Non-linear static and dynamic time history analyses were conducted on the structural model using the Zeus NL computer program. The dynamic time history analysis was conducted with a set of ground motions from real earthquakes. The building responses were estimated in global levels. FEMA 356 criteria were used to predict the seismic performance of the building. The structural response measures such as capacity curve and inter-story drift under the set of ground motions and pushover analyses results were compared and detailed seismic performance assessment was done. The main aim of this study is considering the application and methodology for the earthquake performance assessment of existing buildings. The seismic performance of the structural model varied significantly under different ground motions. Results indicate that case study building exhibit inadequate seismic performance under different seismic excitations. In addition, reasons for the poor performance of the building is discussed.</p><div class="ds-related-work--ctas"><button class="ds2-5-text-link ds2-5-text-link--inline js-swp-download-button" data-signup-modal="{"location":"wsj-grid-card-download-pdf-modal","work_title":"Predicting the seismic performance of typical R/C healthcare facilities: emphasis on hospitals","attachmentId":80776120,"attachmentType":"pdf","work_url":"https://www.academia.edu/71429040/Predicting_the_seismic_performance_of_typical_R_C_healthcare_facilities_emphasis_on_hospitals","alternativeTracking":true}"><span class="material-symbols-outlined" style="font-size: 18px" translate="no">download</span><span class="ds2-5-text-link__content">Download free PDF</span></button><a class="ds2-5-text-link ds2-5-text-link--inline js-wsj-grid-card-view-pdf" href="https://www.academia.edu/71429040/Predicting_the_seismic_performance_of_typical_R_C_healthcare_facilities_emphasis_on_hospitals"><span class="ds2-5-text-link__content">View PDF</span><span class="material-symbols-outlined" style="font-size: 18px" translate="no">chevron_right</span></a></div></div><div class="ds-related-work--container js-wsj-grid-card" data-collection-position="6" data-entity-id="7567580" data-sort-order="default"><a class="ds-related-work--title js-wsj-grid-card-title ds2-5-body-md ds2-5-body-link" href="https://www.academia.edu/7567580/A_simulated_design_procedure_for_the_assessment_of_seismic_capacity_of_existing_reinforced_concrete_buildings">A simulated design procedure for the assessment of seismic capacity of existing reinforced concrete buildings</a><div class="ds-related-work--metadata"><a class="js-wsj-grid-card-author ds2-5-body-sm ds2-5-body-link" data-author-id="13612807" href="https://independent.academia.edu/JacksonCedillo">Jackson Cedillo</a></div><p class="ds-related-work--abstract ds2-5-body-sm">This paper presents the general criteria and implementation of an automatic procedure to evaluate the seismic capacity of existing reinforced concrete (RC) regular buildings. The method represents a useful tool in the framework of mechanical based vulnerability assessment methods. In particular, the seismic capacity is retrieved via pushover analyses on a lumped plasticity model for the building. Unlike recent approaches that rely on a single representative structural model for an entire building population, the proposed method allows virtually all the buildings of the population to be analysed in an automatic loop. With the aim of expediting and automatizing the analysis process, a dedicated software was implemented, whose main functions are: identifying possible structural systems compatible with regular building shapes of assigned dimensions and designing its elements in terms of cross-section and reinforcement; constructing the related nonlinear model and performing pushover analyses in order to determine synthetic capacity parameters useful for preliminary vulnerability assessment at a large scale. The software application and potentialities are shown in an example for the generic building of a class.</p><div class="ds-related-work--ctas"><button class="ds2-5-text-link ds2-5-text-link--inline js-swp-download-button" data-signup-modal="{"location":"wsj-grid-card-download-pdf-modal","work_title":"A simulated design procedure for the assessment of seismic capacity of existing reinforced concrete buildings","attachmentId":34126445,"attachmentType":"pdf","work_url":"https://www.academia.edu/7567580/A_simulated_design_procedure_for_the_assessment_of_seismic_capacity_of_existing_reinforced_concrete_buildings","alternativeTracking":true}"><span class="material-symbols-outlined" style="font-size: 18px" translate="no">download</span><span class="ds2-5-text-link__content">Download free PDF</span></button><a class="ds2-5-text-link ds2-5-text-link--inline js-wsj-grid-card-view-pdf" href="https://www.academia.edu/7567580/A_simulated_design_procedure_for_the_assessment_of_seismic_capacity_of_existing_reinforced_concrete_buildings"><span class="ds2-5-text-link__content">View PDF</span><span class="material-symbols-outlined" style="font-size: 18px" translate="no">chevron_right</span></a></div></div><div class="ds-related-work--container js-wsj-grid-card" data-collection-position="7" data-entity-id="42035775" data-sort-order="default"><a class="ds-related-work--title js-wsj-grid-card-title ds2-5-body-md ds2-5-body-link" href="https://www.academia.edu/42035775/A_STUDY_OF_SEISMIC_STRENGTHENING_OF_MULTI_STOREY_BUILDING">A STUDY OF SEISMIC STRENGTHENING OF MULTI STOREY BUILDING</a><div class="ds-related-work--metadata"><a class="js-wsj-grid-card-author ds2-5-body-sm ds2-5-body-link" data-author-id="77846913" href="https://independent.academia.edu/conceptcharts">ASHAD U L L A H QURESHI</a></div><p class="ds-related-work--metadata ds2-5-body-xs">Concepts Books Publication, 2015</p><p class="ds-related-work--abstract ds2-5-body-sm">Earthquakes, even though they occur rarely, induce inertia force which is dynamic and complex. Moreover, they are sometimes so devastating that it is worth going into the depth of understanding them. The current work is one step towards understanding the complex effects of this dynamic force particularly on low rise RC structures which are found in almost all parts of the world. During 2001 Bhuj earthquake of India, a major damage was observed in RC framed structures at Ahemdabad which were in the range of G+3 to G+7 storey. Most of the buildings were having a normal grid of 3m x 3m column spacing with a storey height of 3m. Hence the present work, which is expected to act as a guide line for Civil and Structural Engineers in smaller towns and cities where expert advice may not be easily available, is devoted to RC framed structures ranging from G+3 to G+ 7 storeys. Out of the various factors affecting the earthquake and dynamic response of RC framed structures, in the current study, the shape of the column is considered to be one of the factors. The G+7 storey frame without the consideration of brick infill is subjected to push over analysis. The performance point for rectangular and equivalent square shaped cross section of columns is studied. The study incorporates two variations in the overall plan dimensions - 6m x 6m and 6m x 9m having four panes each of 3m x 3m and 3m x 4.5m respectively. The same set of models are also studied with brick infill walls modeled as 2D finite elements and equivalent strut. The performance point obtained from the push over analysis is considered as a measure of performance. Parameters like base shear, roof displacement, number of plastic hinges, severity of hinges, effective damping, etc. are compared for the mathematical models at performance point.</p><div class="ds-related-work--ctas"><button class="ds2-5-text-link ds2-5-text-link--inline js-swp-download-button" data-signup-modal="{"location":"wsj-grid-card-download-pdf-modal","work_title":"A STUDY OF SEISMIC STRENGTHENING OF MULTI STOREY BUILDING","attachmentId":62162409,"attachmentType":"pdf","work_url":"https://www.academia.edu/42035775/A_STUDY_OF_SEISMIC_STRENGTHENING_OF_MULTI_STOREY_BUILDING","alternativeTracking":true}"><span class="material-symbols-outlined" style="font-size: 18px" translate="no">download</span><span class="ds2-5-text-link__content">Download free PDF</span></button><a class="ds2-5-text-link ds2-5-text-link--inline js-wsj-grid-card-view-pdf" href="https://www.academia.edu/42035775/A_STUDY_OF_SEISMIC_STRENGTHENING_OF_MULTI_STOREY_BUILDING"><span class="ds2-5-text-link__content">View PDF</span><span class="material-symbols-outlined" style="font-size: 18px" translate="no">chevron_right</span></a></div></div><div class="ds-related-work--container js-wsj-grid-card" data-collection-position="8" data-entity-id="30112600" data-sort-order="default"><a class="ds-related-work--title js-wsj-grid-card-title ds2-5-body-md ds2-5-body-link" href="https://www.academia.edu/30112600/Response_assessment_of_an_existing_building_designed_for_earthquake_loading">Response assessment of an existing building designed for earthquake loading</a><div class="ds-related-work--metadata"><a class="js-wsj-grid-card-author ds2-5-body-sm ds2-5-body-link" data-author-id="930556" href="https://inescporto.academia.edu/httpspaginasfeupptdec">Humberto Varum</a></div><p class="ds-related-work--metadata ds2-5-body-xs">2014</p><p class="ds-related-work--abstract ds2-5-body-sm">The user has requested enhancement of the downloaded file. All in-text references underlined in blue are linked to publications on ResearchGate, letting you access and read them immediately.</p><div class="ds-related-work--ctas"><button class="ds2-5-text-link ds2-5-text-link--inline js-swp-download-button" data-signup-modal="{"location":"wsj-grid-card-download-pdf-modal","work_title":"Response assessment of an existing building designed for earthquake loading","attachmentId":50575493,"attachmentType":"pdf","work_url":"https://www.academia.edu/30112600/Response_assessment_of_an_existing_building_designed_for_earthquake_loading","alternativeTracking":true}"><span class="material-symbols-outlined" style="font-size: 18px" translate="no">download</span><span class="ds2-5-text-link__content">Download free PDF</span></button><a class="ds2-5-text-link ds2-5-text-link--inline js-wsj-grid-card-view-pdf" href="https://www.academia.edu/30112600/Response_assessment_of_an_existing_building_designed_for_earthquake_loading"><span class="ds2-5-text-link__content">View PDF</span><span class="material-symbols-outlined" style="font-size: 18px" translate="no">chevron_right</span></a></div></div><div class="ds-related-work--container js-wsj-grid-card" data-collection-position="9" data-entity-id="85505662" data-sort-order="default"><a class="ds-related-work--title js-wsj-grid-card-title ds2-5-body-md ds2-5-body-link" href="https://www.academia.edu/85505662/Characterization_of_local_and_global_capacity_criteria_for_collapse_assessment_of_code_conforming_RC_buildings">Characterization of local and global capacity criteria for collapse assessment of code-conforming RC buildings</a><div class="ds-related-work--metadata"><a class="js-wsj-grid-card-author ds2-5-body-sm ds2-5-body-link" data-author-id="49164998" href="https://independent.academia.edu/danilodangela">danilo d'angela</a></div><p class="ds-related-work--metadata ds2-5-body-xs">Bulletin of Earthquake Engineering, 2021</p><p class="ds-related-work--abstract ds2-5-body-sm">The paper investigates both local and global capacity criteria for collapse assessment of RC frame buildings. Both literature and regulations criteria are considered, also including the formulation recommended in the draft of the new Eurocode 8 (part 3) and other collapse criteria never investigated. The case studies consist of low-rise bare and infilled frame buildings, which are designed according to the Italian code provisions considering low-to-high seismicity sites in Italy. The seismic demand is estimated by performing multiple-stripe analysis based on inelastic modeling, also including the presence of the infills. The capacity assessment and the performance evaluation associated with the (building) collapse are carried out according to the latest approaches and methodologies of performance-based earthquake engineering. The investigated capacity criteria are characterized as a result of the collapse assessment in terms of (a) collapse demand to capacity ratios, (b) collapse fr...</p><div class="ds-related-work--ctas"><button class="ds2-5-text-link ds2-5-text-link--inline js-swp-download-button" data-signup-modal="{"location":"wsj-grid-card-download-pdf-modal","work_title":"Characterization of local and global capacity criteria for collapse assessment of code-conforming RC buildings","attachmentId":90183970,"attachmentType":"pdf","work_url":"https://www.academia.edu/85505662/Characterization_of_local_and_global_capacity_criteria_for_collapse_assessment_of_code_conforming_RC_buildings","alternativeTracking":true}"><span class="material-symbols-outlined" style="font-size: 18px" translate="no">download</span><span class="ds2-5-text-link__content">Download free PDF</span></button><a class="ds2-5-text-link ds2-5-text-link--inline js-wsj-grid-card-view-pdf" href="https://www.academia.edu/85505662/Characterization_of_local_and_global_capacity_criteria_for_collapse_assessment_of_code_conforming_RC_buildings"><span class="ds2-5-text-link__content">View PDF</span><span class="material-symbols-outlined" style="font-size: 18px" translate="no">chevron_right</span></a></div></div></div></div><div class="ds-sticky-ctas--wrapper js-loswp-sticky-ctas hidden"><div class="ds-sticky-ctas--grid-container"><div class="ds-sticky-ctas--container"><button class="ds2-5-button js-swp-download-button" data-signup-modal="{"location":"continue-reading-button--sticky-ctas","attachmentId":31831728,"attachmentType":"pdf","workUrl":null}">See full PDF</button><button class="ds2-5-button ds2-5-button--secondary js-swp-download-button" data-signup-modal="{"location":"download-pdf-button--sticky-ctas","attachmentId":31831728,"attachmentType":"pdf","workUrl":null}"><span class="material-symbols-outlined" style="font-size: 20px" translate="no">download</span>Download PDF</button></div></div></div><div class="ds-below-fold--grid-container"><div class="ds-work--container js-loswp-embedded-document"><div class="attachment_preview" data-attachment="Attachment_31831728" style="display: none"><div class="js-scribd-document-container"><div class="scribd--document-loading js-scribd-document-loader" style="display: block;"><img alt="Loading..." src="//a.academia-assets.com/images/loaders/paper-load.gif" /><p>Loading Preview</p></div></div><div style="text-align: center;"><div class="scribd--no-preview-alert js-preview-unavailable"><p>Sorry, preview is currently unavailable. You can download the paper by clicking the button above.</p></div></div></div></div><div class="ds-sidebar--container js-work-sidebar"><div class="ds-related-content--container"><h2 class="ds-related-content--heading">Related papers</h2><div class="ds-related-work--container js-related-work-sidebar-card" data-collection-position="0" data-entity-id="124328181" data-sort-order="default"><a class="ds-related-work--title js-related-work-grid-card-title ds2-5-body-md ds2-5-body-link" href="https://www.academia.edu/124328181/Numerical_safety_and_performance_analysis_of_a_multipurpose_building_s_structure_case_study">Numerical safety and performance analysis of a multipurpose building’s structure: case study</a><div class="ds-related-work--metadata"><a class="js-related-work-grid-card-author ds2-5-body-sm ds2-5-body-link" data-author-id="141014891" href="https://independent.academia.edu/M%C3%A1rciobuzar">Márcio buzar</a></div><p class="ds-related-work--metadata ds2-5-body-xs">Concilium, 2023</p><div class="ds-related-work--ctas"><button class="ds2-5-text-link ds2-5-text-link--inline js-swp-download-button" data-signup-modal="{"location":"wsj-grid-card-download-pdf-modal","work_title":"Numerical safety and performance analysis of a multipurpose building’s structure: case study","attachmentId":118574649,"attachmentType":"pdf","work_url":"https://www.academia.edu/124328181/Numerical_safety_and_performance_analysis_of_a_multipurpose_building_s_structure_case_study","alternativeTracking":true}"><span class="material-symbols-outlined" style="font-size: 18px" translate="no">download</span><span class="ds2-5-text-link__content">Download free PDF</span></button><a class="ds2-5-text-link ds2-5-text-link--inline js-related-work-grid-card-view-pdf" href="https://www.academia.edu/124328181/Numerical_safety_and_performance_analysis_of_a_multipurpose_building_s_structure_case_study"><span class="ds2-5-text-link__content">View PDF</span><span class="material-symbols-outlined" style="font-size: 18px" translate="no">chevron_right</span></a></div></div><div class="ds-related-work--container js-related-work-sidebar-card" data-collection-position="1" data-entity-id="64311633" data-sort-order="default"><a class="ds-related-work--title js-related-work-grid-card-title ds2-5-body-md ds2-5-body-link" href="https://www.academia.edu/64311633/Seismic_Vulnerability_Analysis_of_a_Strategic_Existing_RC_Building_According_to_New_Seismic_Code">Seismic Vulnerability Analysis of a Strategic Existing RC Building According to New Seismic Code</a><div class="ds-related-work--metadata"><a class="js-related-work-grid-card-author ds2-5-body-sm ds2-5-body-link" data-author-id="30961513" href="https://independent.academia.edu/abderrahmanekibboua">abderrahmane kibboua</a></div><p class="ds-related-work--metadata ds2-5-body-xs">2016</p><div class="ds-related-work--ctas"><button class="ds2-5-text-link ds2-5-text-link--inline js-swp-download-button" data-signup-modal="{"location":"wsj-grid-card-download-pdf-modal","work_title":"Seismic Vulnerability Analysis of a Strategic Existing RC Building According to New Seismic Code","attachmentId":76403819,"attachmentType":"pdf","work_url":"https://www.academia.edu/64311633/Seismic_Vulnerability_Analysis_of_a_Strategic_Existing_RC_Building_According_to_New_Seismic_Code","alternativeTracking":true}"><span class="material-symbols-outlined" style="font-size: 18px" translate="no">download</span><span class="ds2-5-text-link__content">Download free PDF</span></button><a class="ds2-5-text-link ds2-5-text-link--inline js-related-work-grid-card-view-pdf" href="https://www.academia.edu/64311633/Seismic_Vulnerability_Analysis_of_a_Strategic_Existing_RC_Building_According_to_New_Seismic_Code"><span class="ds2-5-text-link__content">View PDF</span><span class="material-symbols-outlined" style="font-size: 18px" translate="no">chevron_right</span></a></div></div><div class="ds-related-work--container js-related-work-sidebar-card" data-collection-position="2" data-entity-id="123539473" data-sort-order="default"><a class="ds-related-work--title js-related-work-grid-card-title ds2-5-body-md ds2-5-body-link" href="https://www.academia.edu/123539473/Capacity_damage_and_fragility_models_for_steel_buildings_a_probabilistic_approach">Capacity, damage and fragility models for steel buildings: a probabilistic approach</a><div class="ds-related-work--metadata"><a class="js-related-work-grid-card-author ds2-5-body-sm ds2-5-body-link" data-author-id="280159472" href="https://independent.academia.edu/DiegoLeiva83">Diego Leiva</a></div><p class="ds-related-work--metadata ds2-5-body-xs">Bulletin of Earthquake Engineering, 2017</p><div class="ds-related-work--ctas"><button class="ds2-5-text-link ds2-5-text-link--inline js-swp-download-button" data-signup-modal="{"location":"wsj-grid-card-download-pdf-modal","work_title":"Capacity, damage and fragility models for steel buildings: a probabilistic approach","attachmentId":117947666,"attachmentType":"pdf","work_url":"https://www.academia.edu/123539473/Capacity_damage_and_fragility_models_for_steel_buildings_a_probabilistic_approach","alternativeTracking":true}"><span class="material-symbols-outlined" style="font-size: 18px" translate="no">download</span><span class="ds2-5-text-link__content">Download free PDF</span></button><a class="ds2-5-text-link ds2-5-text-link--inline js-related-work-grid-card-view-pdf" href="https://www.academia.edu/123539473/Capacity_damage_and_fragility_models_for_steel_buildings_a_probabilistic_approach"><span class="ds2-5-text-link__content">View PDF</span><span class="material-symbols-outlined" style="font-size: 18px" translate="no">chevron_right</span></a></div></div><div class="ds-related-work--container js-related-work-sidebar-card" data-collection-position="3" data-entity-id="74228920" data-sort-order="default"><a class="ds-related-work--title js-related-work-grid-card-title ds2-5-body-md 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