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dc.contributor.authorLee, K.
dc.contributor.authorBruneau, M.
dc.date.accessioned2010-07-29T16:25:10Zen_US
dc.date.accessioned2010-08-17T17:11:43Zen_US
dc.date.accessioned2014-02-10T20:24:43Z
dc.date.available2010-07-29T16:25:10Zen_US
dc.date.available2010-08-17T17:11:43Zen_US
dc.date.available2014-02-10T20:24:43Z
dc.date.issued2004en_US
dc.identifier04-0007en_US
dc.identifier.govdocPB2005-104891en_US
dc.identifier.urihttp://hdl.handle.net/10477/794en_US
dc.description.abstractThe objective of this report’s research is to provide additional knowledge on the seismic behavior of laced or built-up braced members. This study reviews historical design provisions and steel design textbooks published when laced bracing was commonly built, along with recent research work conducted for built-up bracing members. A limited experimental program was designed and conducted to investigate the hysteretic behavior of typical built-up compression members, including design and quasi-static testing of the specimens. The results of this study are discussed in a quantitative manner, including energy dissipation in compression and strength degradation of compressive members. References are provided, along with numerous photographs, figures, and several appendices.en_US
dc.description.sponsorshipUniversity at Buffaloen_US
dc.format.extent324en_US
dc.titleSeismic Vulnerability Evaluation of Axially Loaded Steel Built-up Laced Membersen_US


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