Models for standing seam roofs
Damage to the roofing system during tropical windstorms often results in costly losses for industrial and commercial low-rise buildings. In this paper, finite element models are used to calculate the response of standing seam roofs to wind loading. The study is the first step in a comprehensive prog...
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Veröffentlicht in: | Journal of wind engineering and industrial aerodynamics 2003-12, Vol.91 (12), p.1689-1702 |
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creator | Ali, Hosam M. Senseny, Paul E. |
description | Damage to the roofing system during tropical windstorms often results in costly losses for industrial and commercial low-rise buildings. In this paper, finite element models are used to calculate the response of standing seam roofs to wind loading. The study is the first step in a comprehensive program, currently underway at FM Global Research, to develop mathematical models to estimate aggregate losses from severe windstorms. A three-dimensional static and dynamic analysis approach is developed, using ABAQUS, to incorporate details of the geometry and boundary conditions for the roof panels, seams, clips, fasteners and purlins. Only preliminary results are presented in this paper. Detailed validation of the model, using experiments conducted at the University of Western Ontario and at Mississippi State University are in progress. The validated model will be used to assess failure mechanisms of the roof components, fatigue demand, effectiveness of repair schemes and to supplement standard uniform static pressure tests. Additionally, the validated model will be used to construct the vulnerability curves for standing seam roofs. |
doi_str_mv | 10.1016/j.jweia.2003.09.014 |
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In this paper, finite element models are used to calculate the response of standing seam roofs to wind loading. The study is the first step in a comprehensive program, currently underway at FM Global Research, to develop mathematical models to estimate aggregate losses from severe windstorms. A three-dimensional static and dynamic analysis approach is developed, using ABAQUS, to incorporate details of the geometry and boundary conditions for the roof panels, seams, clips, fasteners and purlins. Only preliminary results are presented in this paper. Detailed validation of the model, using experiments conducted at the University of Western Ontario and at Mississippi State University are in progress. The validated model will be used to assess failure mechanisms of the roof components, fatigue demand, effectiveness of repair schemes and to supplement standard uniform static pressure tests. 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Public works ; Climatology and bioclimatics for buildings ; Clips ; Dynamic load ; Exact sciences and technology ; External envelopes ; Fasteners ; Finite element analysis ; Purlins ; Roof ; Standing seam roof ; Static pressure ; Wind load</subject><ispartof>Journal of wind engineering and industrial aerodynamics, 2003-12, Vol.91 (12), p.1689-1702</ispartof><rights>2003 Elsevier Ltd</rights><rights>2005 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c362t-4cf3f3ce920f5bfd5fafb1a098480fc2fdc291a598e53ed305f532f229e9ca9d3</citedby></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.jweia.2003.09.014$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>309,310,314,780,784,789,790,3548,23928,23929,25138,27922,27923,45993</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=16924947$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Ali, Hosam M.</creatorcontrib><creatorcontrib>Senseny, Paul E.</creatorcontrib><title>Models for standing seam roofs</title><title>Journal of wind engineering and industrial aerodynamics</title><description>Damage to the roofing system during tropical windstorms often results in costly losses for industrial and commercial low-rise buildings. In this paper, finite element models are used to calculate the response of standing seam roofs to wind loading. The study is the first step in a comprehensive program, currently underway at FM Global Research, to develop mathematical models to estimate aggregate losses from severe windstorms. A three-dimensional static and dynamic analysis approach is developed, using ABAQUS, to incorporate details of the geometry and boundary conditions for the roof panels, seams, clips, fasteners and purlins. Only preliminary results are presented in this paper. Detailed validation of the model, using experiments conducted at the University of Western Ontario and at Mississippi State University are in progress. The validated model will be used to assess failure mechanisms of the roof components, fatigue demand, effectiveness of repair schemes and to supplement standard uniform static pressure tests. Additionally, the validated model will be used to construct the vulnerability curves for standing seam roofs.</description><subject>ABAQUS</subject><subject>Applied sciences</subject><subject>Buildings</subject><subject>Buildings. Public works</subject><subject>Climatology and bioclimatics for buildings</subject><subject>Clips</subject><subject>Dynamic load</subject><subject>Exact sciences and technology</subject><subject>External envelopes</subject><subject>Fasteners</subject><subject>Finite element analysis</subject><subject>Purlins</subject><subject>Roof</subject><subject>Standing seam roof</subject><subject>Static pressure</subject><subject>Wind load</subject><issn>0167-6105</issn><issn>1872-8197</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2003</creationdate><recordtype>article</recordtype><recordid>eNp9kEtLAzEUhYMoWKu_QJDZ6G7Gm2ReWbiQ4gsqbnQd0uReSZlOajJV_PdObcGdq7P5zjnwMXbOoeDA6-tlsfxCbwoBIAtQBfDygE1424i85ao5ZJORavKaQ3XMTlJaAkBTNnLCLp6Dwy5lFGKWBtM7379nCc0qiyFQOmVHZLqEZ_ucsrf7u9fZYz5_eXia3c5zK2sx5KUlSdKiEkDVglxFhhbcgGrLFsgKclYobirVYiXRSaiokoKEUKisUU5O2dVudx3DxwbToFc-Wew602PYJC2atuSt5CMod6CNIaWIpNfRr0z81hz01oVe6l8XeutCg9Kji7F1uZ83yZqOoumtT3_VWolSjT6m7GbHjUrw02PUyXrsLTof0Q7aBf_vzw8jI3Tb</recordid><startdate>20031201</startdate><enddate>20031201</enddate><creator>Ali, Hosam M.</creator><creator>Senseny, Paul E.</creator><general>Elsevier Ltd</general><general>Elsevier Science</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20031201</creationdate><title>Models for standing seam roofs</title><author>Ali, Hosam M. ; Senseny, Paul E.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c362t-4cf3f3ce920f5bfd5fafb1a098480fc2fdc291a598e53ed305f532f229e9ca9d3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2003</creationdate><topic>ABAQUS</topic><topic>Applied sciences</topic><topic>Buildings</topic><topic>Buildings. Public works</topic><topic>Climatology and bioclimatics for buildings</topic><topic>Clips</topic><topic>Dynamic load</topic><topic>Exact sciences and technology</topic><topic>External envelopes</topic><topic>Fasteners</topic><topic>Finite element analysis</topic><topic>Purlins</topic><topic>Roof</topic><topic>Standing seam roof</topic><topic>Static pressure</topic><topic>Wind load</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Ali, Hosam M.</creatorcontrib><creatorcontrib>Senseny, Paul E.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of wind engineering and industrial aerodynamics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Ali, Hosam M.</au><au>Senseny, Paul E.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Models for standing seam roofs</atitle><jtitle>Journal of wind engineering and industrial aerodynamics</jtitle><date>2003-12-01</date><risdate>2003</risdate><volume>91</volume><issue>12</issue><spage>1689</spage><epage>1702</epage><pages>1689-1702</pages><issn>0167-6105</issn><eissn>1872-8197</eissn><coden>JWEAD6</coden><abstract>Damage to the roofing system during tropical windstorms often results in costly losses for industrial and commercial low-rise buildings. 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subjects | ABAQUS Applied sciences Buildings Buildings. Public works Climatology and bioclimatics for buildings Clips Dynamic load Exact sciences and technology External envelopes Fasteners Finite element analysis Purlins Roof Standing seam roof Static pressure Wind load |
title | Models for standing seam roofs |
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