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Seismic vulnerability evaluation of axially loaded steel built-up laced members I:experimental results被引量：4
《Earthquake Engineering and Engineering Vibration》2008年第2期113-124,共12页Kangmin Lee Michel Bruneau 
Federal Highway Administration Under Grant No. DTFH61-98-C-00094
An experimental program was initiated to investigate the seismic performance of built-up laced steel brace members. Quasi-static testing of twelve typical steel built-up laced member （BLM） specimens was conducted. T...
关键词：quasi-static testing built-up laced compression member experimental program BRACE 
Seismic vulnerability evaluation of axially loaded steel built-up laced members II:evaluations被引量：2
《Earthquake Engineering and Engineering Vibration》2008年第2期125-136,共12页Kangmin Lee Michel Bruneau 
Federal Highway Administration Under Grant No.DTFH61-98-C-00094
The test results described in Part 1 of this paper （Lee and Bruneau, 2008） on twelve steel built-up laced members （BLMs） subjected to quasi-static loading are analyzed to provide better knowledge on their seismic ...
关键词：seismic vulnerability built-up compression member strength capacity ductility capacity energy dissipation strength degradation 
Finite element investigation of steel built-up shear links subjected to inelastic deformations被引量：1
《Earthquake Engineering and Engineering Vibration》2004年第2期195-203,共9页Peter Dusicka Ahmad M.Itani Ian G.Buckle 
the Federal Highway Administration through the Highway Project at the Multidisciplinary Center for Earthquake Engineering Research;the toll bridge retrofit program of the California Department of Transportation through the University of California,San Diego
Non-linear finite element models accounting for large displacements have been used to investigate the behavior of steel built-up shear links that had previously been tested using large-scale experiments. The links wer...
关键词：finite element investigation steel built-up shear link inelastic deformation 
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