论文简介:
This paper describes a seismic test program performed on 12 steel-encased buckling-restrained braces
(BRBs). The use of rolled or built-up buckling-restraining mechanisms with welded or bolted attachments
was examined. In addition, the effects of bolt pretension, core-to-encasing attachment details, aspect ratio
of core segment and imperfections due to manufacturing on the brace response were investigated.
附件名:2011321299075925943.zip
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