Numerical and experimental analysis of pure aluminium shear panels with welded stiffeners
In the field of passive seismic protection of framed buildings shear panels can be effectively applied as hysteretic devices. Recently, a wide experimental and numerical study has been undertaken at the University of Naples in order to investigate the behaviour of aluminium alloy stiffened shear pan...
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| Veröffentlicht in: | Computers & structures 2008-03, Vol.86 (6), p.545-555 |
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| creator | De Matteis, G. Formisano, A. Panico, S. Mazzolani, F.M. |
| description | In the field of passive seismic protection of framed buildings shear panels can be effectively applied as hysteretic devices. Recently, a wide experimental and numerical study has been undertaken at the University of Naples in order to investigate the behaviour of aluminium alloy stiffened shear panels. Test results show that the proposed system is characterised by a large energy dissipation capacity and therefore is suitable to be used for seismic protection of new and existing framed buildings. To simulate the hysteretic behaviour of the systems, according to the experimental tests, a refined FEM model has been set up. The comparison between experimental and numerical results shows that the adopted model is reliable enough to well interpret a number of important behavioural phenomena in terms of the main global features of the system. |
| doi_str_mv | 10.1016/j.compstruc.2007.05.027 |
| format | Article |
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Recently, a wide experimental and numerical study has been undertaken at the University of Naples in order to investigate the behaviour of aluminium alloy stiffened shear panels. Test results show that the proposed system is characterised by a large energy dissipation capacity and therefore is suitable to be used for seismic protection of new and existing framed buildings. To simulate the hysteretic behaviour of the systems, according to the experimental tests, a refined FEM model has been set up. The comparison between experimental and numerical results shows that the adopted model is reliable enough to well interpret a number of important behavioural phenomena in terms of the main global features of the system.</description><subject>Dissipative systems</subject><subject>Pure aluminium</subject><subject>Seismic control</subject><subject>Shear buckling</subject><subject>Shear panels</subject><subject>Steel frames</subject><issn>0045-7949</issn><issn>1879-2243</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2008</creationdate><recordtype>article</recordtype><recordid>eNqFkEtPwzAQhC0EEqXwG_CJW8LaeTg5VhUvqYILHDhZrr1RXTkP7ITSf49LEVdOq13NjHY-Qq4ZpAxYebtNdd8OYfSTTjmASKFIgYsTMmOVqBPO8-yUzADyIhF1Xp-TixC2AFDmADPy_jy16K1WjqrOUPwa4tZiN_4clNsHG2jf0GHySJWbWtvZqaVhg8rTQXXoAt3ZcUN36AwaGkbbNNihD5fkrFEu4NXvnJO3-7vX5WOyenl4Wi5Wic7yckwqATXojGNdiwZNCZyvC7HWqIEjGlZVFVaFKRsUXKxZyaIaVKnWqA2qqs7m5OaYO_j-Y8IwytYGjc7F5_opyIwXTECRR6E4CrXvQ_DYyCFWVX4vGcgDSrmVfyjlAaWEQkaU0bk4OmNb_LToZdAWO43GetSjNL39N-MbxnKELA</recordid><startdate>20080301</startdate><enddate>20080301</enddate><creator>De Matteis, G.</creator><creator>Formisano, A.</creator><creator>Panico, S.</creator><creator>Mazzolani, F.M.</creator><general>Elsevier Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QF</scope><scope>7SC</scope><scope>7SM</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>JQ2</scope><scope>KR7</scope><scope>L7M</scope><scope>L~C</scope><scope>L~D</scope></search><sort><creationdate>20080301</creationdate><title>Numerical and experimental analysis of pure aluminium shear panels with welded stiffeners</title><author>De Matteis, G. ; Formisano, A. ; Panico, S. ; Mazzolani, F.M.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c346t-87090c32e997fed6022b57bcec02eed1888e85d6fe727b16190c0a6abecdea893</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2008</creationdate><topic>Dissipative systems</topic><topic>Pure aluminium</topic><topic>Seismic control</topic><topic>Shear buckling</topic><topic>Shear panels</topic><topic>Steel frames</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>De Matteis, G.</creatorcontrib><creatorcontrib>Formisano, A.</creatorcontrib><creatorcontrib>Panico, S.</creatorcontrib><creatorcontrib>Mazzolani, F.M.</creatorcontrib><collection>CrossRef</collection><collection>Aluminium Industry Abstracts</collection><collection>Computer and Information Systems Abstracts</collection><collection>Earthquake Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>ProQuest Computer Science Collection</collection><collection>Civil Engineering Abstracts</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Computer and Information Systems Abstracts Academic</collection><collection>Computer and Information Systems Abstracts Professional</collection><jtitle>Computers & structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>De Matteis, G.</au><au>Formisano, A.</au><au>Panico, S.</au><au>Mazzolani, F.M.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Numerical and experimental analysis of pure aluminium shear panels with welded stiffeners</atitle><jtitle>Computers & structures</jtitle><date>2008-03-01</date><risdate>2008</risdate><volume>86</volume><issue>6</issue><spage>545</spage><epage>555</epage><pages>545-555</pages><issn>0045-7949</issn><eissn>1879-2243</eissn><abstract>In the field of passive seismic protection of framed buildings shear panels can be effectively applied as hysteretic devices. 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| ispartof | Computers & structures, 2008-03, Vol.86 (6), p.545-555 |
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| language | eng |
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| source | Access via ScienceDirect (Elsevier) |
| subjects | Dissipative systems Pure aluminium Seismic control Shear buckling Shear panels Steel frames |
| title | Numerical and experimental analysis of pure aluminium shear panels with welded stiffeners |
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