Loading…
TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings
•Nonlinear static analyses for the seismic assessment of masonry buildings.•Seismic assessment of existing complex masonry buildings with flexible floors.•Vulnerability assessment of mixed masonry–reinforced concrete buildings.•Reliable models and strength criteria for masonry pier and spandrel elem...
Saved in:
| Published in: | Engineering structures 2013-11, Vol.56, p.1787-1799 |
|---|---|
| Main Authors: | , , , |
| Format: | Article |
| Language: | English |
| Subjects: | |
| Citations: | Items that this one cites Items that cite this one |
| Online Access: | Get full text |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| cited_by | cdi_FETCH-LOGICAL-c378t-1b0c6a5ba1a4afcdfb55d3d7ad2f93be2dc760d32ef418c5e791e0555c5ca78f3 |
|---|---|
| cites | cdi_FETCH-LOGICAL-c378t-1b0c6a5ba1a4afcdfb55d3d7ad2f93be2dc760d32ef418c5e791e0555c5ca78f3 |
| container_end_page | 1799 |
| container_issue | |
| container_start_page | 1787 |
| container_title | Engineering structures |
| container_volume | 56 |
| creator | Lagomarsino, Sergio Penna, Andrea Galasco, Alessandro Cattari, Serena |
| description | •Nonlinear static analyses for the seismic assessment of masonry buildings.•Seismic assessment of existing complex masonry buildings with flexible floors.•Vulnerability assessment of mixed masonry–reinforced concrete buildings.•Reliable models and strength criteria for masonry pier and spandrel elements.•An advanced modelling tool useful both at research level and engineering practice.
The seismic analysis of masonry buildings requires reliable nonlinear models as effective tools for both design of new buildings and assessment and retrofitting of existing ones. Performance based assessment is now mainly oriented to the use of nonlinear analysis methods, thus their capability to simulate the nonlinear response is crucial, in particular in case of masonry buildings. Among the different modelling strategies proposed in literature, the equivalent frame approach seems particularly attractive since it allows the analysis of complete 3D buildings with a reasonable computational effort, suitable also for practice engineering aims. Moreover, it is also expressly recommended in several national and international codes. Within this context, the paper presents the solutions adopted for the implementation of the equivalent frame model in the TREMURI program for the nonlinear seismic analysis of masonry buildings. |
| doi_str_mv | 10.1016/j.engstruct.2013.08.002 |
| format | article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_1671509502</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0141029613003696</els_id><sourcerecordid>1671509502</sourcerecordid><originalsourceid>FETCH-LOGICAL-c378t-1b0c6a5ba1a4afcdfb55d3d7ad2f93be2dc760d32ef418c5e791e0555c5ca78f3</originalsourceid><addsrcrecordid>eNqFkEFr3DAQhUVpodu0v6G6FHqxO5JWlra3JSRtIKUQkrOQpVGqRZYSyQ7sv6_TDbn2NDB8772ZR8hnBj0DNnw79Jjv21wXN_ccmOhB9wD8DdkwrUSnBBdvyQbYlnXAd8N78qG1A6yE1rAh4-3Nxa-7myv6UMt9tdN3us8UH5f4ZBPmmYZ1h3QqHhMNpdL5D9JccooZbaUNY5uiozbbdGyx0RLoZFvJ9UjHJSYf19M-knfBpoafXuYZubu8uD3_2V3__nF1vr_unFB67tgIbrBytMxubXA-jFJ64ZX1POzEiNw7NYAXHMOWaSdR7RiClNJJZ5UO4ox8Pfmurzwu2GYzxeYwJZuxLM2wQTEJOwl8RdUJdbW0VjGYhxonW4-GgXlu1RzMa6vmuVUD2sA_5ZeXENucTWs92cX2KucatoNQcuX2Jw7Xj58iVtNcxOzQx4qrpy_xv1l_ARDrlBk</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1671509502</pqid></control><display><type>article</type><title>TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings</title><source>ScienceDirect Freedom Collection 2022-2024</source><creator>Lagomarsino, Sergio ; Penna, Andrea ; Galasco, Alessandro ; Cattari, Serena</creator><creatorcontrib>Lagomarsino, Sergio ; Penna, Andrea ; Galasco, Alessandro ; Cattari, Serena</creatorcontrib><description>•Nonlinear static analyses for the seismic assessment of masonry buildings.•Seismic assessment of existing complex masonry buildings with flexible floors.•Vulnerability assessment of mixed masonry–reinforced concrete buildings.•Reliable models and strength criteria for masonry pier and spandrel elements.•An advanced modelling tool useful both at research level and engineering practice.
The seismic analysis of masonry buildings requires reliable nonlinear models as effective tools for both design of new buildings and assessment and retrofitting of existing ones. Performance based assessment is now mainly oriented to the use of nonlinear analysis methods, thus their capability to simulate the nonlinear response is crucial, in particular in case of masonry buildings. Among the different modelling strategies proposed in literature, the equivalent frame approach seems particularly attractive since it allows the analysis of complete 3D buildings with a reasonable computational effort, suitable also for practice engineering aims. Moreover, it is also expressly recommended in several national and international codes. Within this context, the paper presents the solutions adopted for the implementation of the equivalent frame model in the TREMURI program for the nonlinear seismic analysis of masonry buildings.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/j.engstruct.2013.08.002</identifier><identifier>CODEN: ENSTDF</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Applied sciences ; Assessments ; Building structure ; Buildings ; Buildings. Public works ; Construction (buildings and works) ; Equivalence ; Equivalent frame model ; Exact sciences and technology ; Frames ; Geotechnics ; Masonry ; Masonry buildings ; Masonry structure ; Mixed masonry–r.c. constructions ; Nonlinearity ; Pushover analysis ; Seismic analysis ; Seismic assessment ; Strategy ; Stresses. Safety ; Structural analysis. Stresses ; Structure-soil interaction</subject><ispartof>Engineering structures, 2013-11, Vol.56, p.1787-1799</ispartof><rights>2013</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c378t-1b0c6a5ba1a4afcdfb55d3d7ad2f93be2dc760d32ef418c5e791e0555c5ca78f3</citedby><cites>FETCH-LOGICAL-c378t-1b0c6a5ba1a4afcdfb55d3d7ad2f93be2dc760d32ef418c5e791e0555c5ca78f3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>315,786,790,27957,27958</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=28046375$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Lagomarsino, Sergio</creatorcontrib><creatorcontrib>Penna, Andrea</creatorcontrib><creatorcontrib>Galasco, Alessandro</creatorcontrib><creatorcontrib>Cattari, Serena</creatorcontrib><title>TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings</title><title>Engineering structures</title><description>•Nonlinear static analyses for the seismic assessment of masonry buildings.•Seismic assessment of existing complex masonry buildings with flexible floors.•Vulnerability assessment of mixed masonry–reinforced concrete buildings.•Reliable models and strength criteria for masonry pier and spandrel elements.•An advanced modelling tool useful both at research level and engineering practice.
The seismic analysis of masonry buildings requires reliable nonlinear models as effective tools for both design of new buildings and assessment and retrofitting of existing ones. Performance based assessment is now mainly oriented to the use of nonlinear analysis methods, thus their capability to simulate the nonlinear response is crucial, in particular in case of masonry buildings. Among the different modelling strategies proposed in literature, the equivalent frame approach seems particularly attractive since it allows the analysis of complete 3D buildings with a reasonable computational effort, suitable also for practice engineering aims. Moreover, it is also expressly recommended in several national and international codes. Within this context, the paper presents the solutions adopted for the implementation of the equivalent frame model in the TREMURI program for the nonlinear seismic analysis of masonry buildings.</description><subject>Applied sciences</subject><subject>Assessments</subject><subject>Building structure</subject><subject>Buildings</subject><subject>Buildings. Public works</subject><subject>Construction (buildings and works)</subject><subject>Equivalence</subject><subject>Equivalent frame model</subject><subject>Exact sciences and technology</subject><subject>Frames</subject><subject>Geotechnics</subject><subject>Masonry</subject><subject>Masonry buildings</subject><subject>Masonry structure</subject><subject>Mixed masonry–r.c. constructions</subject><subject>Nonlinearity</subject><subject>Pushover analysis</subject><subject>Seismic analysis</subject><subject>Seismic assessment</subject><subject>Strategy</subject><subject>Stresses. Safety</subject><subject>Structural analysis. Stresses</subject><subject>Structure-soil interaction</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2013</creationdate><recordtype>article</recordtype><recordid>eNqFkEFr3DAQhUVpodu0v6G6FHqxO5JWlra3JSRtIKUQkrOQpVGqRZYSyQ7sv6_TDbn2NDB8772ZR8hnBj0DNnw79Jjv21wXN_ccmOhB9wD8DdkwrUSnBBdvyQbYlnXAd8N78qG1A6yE1rAh4-3Nxa-7myv6UMt9tdN3us8UH5f4ZBPmmYZ1h3QqHhMNpdL5D9JccooZbaUNY5uiozbbdGyx0RLoZFvJ9UjHJSYf19M-knfBpoafXuYZubu8uD3_2V3__nF1vr_unFB67tgIbrBytMxubXA-jFJ64ZX1POzEiNw7NYAXHMOWaSdR7RiClNJJZ5UO4ox8Pfmurzwu2GYzxeYwJZuxLM2wQTEJOwl8RdUJdbW0VjGYhxonW4-GgXlu1RzMa6vmuVUD2sA_5ZeXENucTWs92cX2KucatoNQcuX2Jw7Xj58iVtNcxOzQx4qrpy_xv1l_ARDrlBk</recordid><startdate>20131101</startdate><enddate>20131101</enddate><creator>Lagomarsino, Sergio</creator><creator>Penna, Andrea</creator><creator>Galasco, Alessandro</creator><creator>Cattari, Serena</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SM</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20131101</creationdate><title>TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings</title><author>Lagomarsino, Sergio ; Penna, Andrea ; Galasco, Alessandro ; Cattari, Serena</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c378t-1b0c6a5ba1a4afcdfb55d3d7ad2f93be2dc760d32ef418c5e791e0555c5ca78f3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2013</creationdate><topic>Applied sciences</topic><topic>Assessments</topic><topic>Building structure</topic><topic>Buildings</topic><topic>Buildings. Public works</topic><topic>Construction (buildings and works)</topic><topic>Equivalence</topic><topic>Equivalent frame model</topic><topic>Exact sciences and technology</topic><topic>Frames</topic><topic>Geotechnics</topic><topic>Masonry</topic><topic>Masonry buildings</topic><topic>Masonry structure</topic><topic>Mixed masonry–r.c. constructions</topic><topic>Nonlinearity</topic><topic>Pushover analysis</topic><topic>Seismic analysis</topic><topic>Seismic assessment</topic><topic>Strategy</topic><topic>Stresses. Safety</topic><topic>Structural analysis. Stresses</topic><topic>Structure-soil interaction</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Lagomarsino, Sergio</creatorcontrib><creatorcontrib>Penna, Andrea</creatorcontrib><creatorcontrib>Galasco, Alessandro</creatorcontrib><creatorcontrib>Cattari, Serena</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Earthquake Engineering Abstracts</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Engineering structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Lagomarsino, Sergio</au><au>Penna, Andrea</au><au>Galasco, Alessandro</au><au>Cattari, Serena</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings</atitle><jtitle>Engineering structures</jtitle><date>2013-11-01</date><risdate>2013</risdate><volume>56</volume><spage>1787</spage><epage>1799</epage><pages>1787-1799</pages><issn>0141-0296</issn><eissn>1873-7323</eissn><coden>ENSTDF</coden><notes>ObjectType-Article-1</notes><notes>SourceType-Scholarly Journals-1</notes><notes>ObjectType-Feature-2</notes><notes>content type line 23</notes><abstract>•Nonlinear static analyses for the seismic assessment of masonry buildings.•Seismic assessment of existing complex masonry buildings with flexible floors.•Vulnerability assessment of mixed masonry–reinforced concrete buildings.•Reliable models and strength criteria for masonry pier and spandrel elements.•An advanced modelling tool useful both at research level and engineering practice.
The seismic analysis of masonry buildings requires reliable nonlinear models as effective tools for both design of new buildings and assessment and retrofitting of existing ones. Performance based assessment is now mainly oriented to the use of nonlinear analysis methods, thus their capability to simulate the nonlinear response is crucial, in particular in case of masonry buildings. Among the different modelling strategies proposed in literature, the equivalent frame approach seems particularly attractive since it allows the analysis of complete 3D buildings with a reasonable computational effort, suitable also for practice engineering aims. Moreover, it is also expressly recommended in several national and international codes. Within this context, the paper presents the solutions adopted for the implementation of the equivalent frame model in the TREMURI program for the nonlinear seismic analysis of masonry buildings.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2013.08.002</doi><tpages>13</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0141-0296 |
| ispartof | Engineering structures, 2013-11, Vol.56, p.1787-1799 |
| issn | 0141-0296 1873-7323 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_1671509502 |
| source | ScienceDirect Freedom Collection 2022-2024 |
| subjects | Applied sciences Assessments Building structure Buildings Buildings. Public works Construction (buildings and works) Equivalence Equivalent frame model Exact sciences and technology Frames Geotechnics Masonry Masonry buildings Masonry structure Mixed masonry–r.c. constructions Nonlinearity Pushover analysis Seismic analysis Seismic assessment Strategy Stresses. Safety Structural analysis. Stresses Structure-soil interaction |
| title | TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings |
| url | http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-09-22T18%3A28%3A05IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=TREMURI%20program:%20An%20equivalent%20frame%20model%20for%20the%20nonlinear%20seismic%20analysis%20of%20masonry%20buildings&rft.jtitle=Engineering%20structures&rft.au=Lagomarsino,%20Sergio&rft.date=2013-11-01&rft.volume=56&rft.spage=1787&rft.epage=1799&rft.pages=1787-1799&rft.issn=0141-0296&rft.eissn=1873-7323&rft.coden=ENSTDF&rft_id=info:doi/10.1016/j.engstruct.2013.08.002&rft_dat=%3Cproquest_cross%3E1671509502%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c378t-1b0c6a5ba1a4afcdfb55d3d7ad2f93be2dc760d32ef418c5e791e0555c5ca78f3%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=1671509502&rft_id=info:pmid/&rfr_iscdi=true |