Seismic Performance of Steel Frames with Semirigid Connections
Seismic Performance of Steel Frames with Semirigid Connections
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Author / Creator
Publisher
Cairo, Egypt: Hindawi Publishing Corporation
Journal title
Language
English
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Publication information
Publisher
Cairo, Egypt: Hindawi Publishing Corporation
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Scope and Contents
Contents
The nonlinear stiffness matrix method was incorporated to investigate the structural performance of steel portal frames with semirigid connections. A portal frame with unstiffened extended end-plate connection was designed to demonstrate the adequacy of the proposed method. Besides, the seismic performance of steel portal frames with semirigid conn...
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Full title
Seismic Performance of Steel Frames with Semirigid Connections
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Record Identifier
TN_cdi_doaj_primary_oai_doaj_org_article_12a486cc3c90410288cc2776e93d2613
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_12a486cc3c90410288cc2776e93d2613
Other Identifiers
ISSN
2314-4904,2314-4912
E-ISSN
2314-4912
DOI
10.1155/2017/5284247
