Show simple item record

dc.contributor.authorZhe Qu
dc.contributor.authorJinzhen Xie
dc.contributor.authorYuteng Cao
dc.contributor.authorWenjun Li
dc.contributor.authorTao Wang
dc.date.accessioned2022-01-30T21:03:25Z
dc.date.available2022-01-30T21:03:25Z
dc.date.issued1/1/2020 12:00:00 AM
dc.identifier.other%28ASCE%29ST.1943-541X.0002486.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267578
dc.description.abstractTwo groups of geometrically identical buckling-restrained braces (BRBs) were subjected to either dynamic or quasi-static uniaxial loading until the cores fractured to investigate the effect of the strain rate on the hysteretic behavior of BRBs. The test results show that the compression overstrength of the BRBs is significantly greater in dynamic loading than in quasi-static loading. This finding indicates that neglecting the strain-rate effect on BRBs is nonconservative. No obvious effect of the strain rate on the cumulative deformation capacity of BRBs was observed during testing. The results thus support a previously proposed empirical model for estimating the cumulative deformation capacity of BRBs.
dc.publisherASCE
dc.titleEffects of Strain Rate on the Hysteretic Behavior of Buckling-Restrained Braces
dc.typeJournal Paper
dc.journal.volume146
dc.journal.issue1
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/(ASCE)ST.1943-541X.0002486
dc.page9
dc.treeJournal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 001
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record