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contributor authorZhe Qu
contributor authorJinzhen Xie
contributor authorYuteng Cao
contributor authorWenjun Li
contributor authorTao Wang
date accessioned2022-01-30T21:03:25Z
date available2022-01-30T21:03:25Z
date issued1/1/2020 12:00:00 AM
identifier other%28ASCE%29ST.1943-541X.0002486.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267578
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.
publisherASCE
titleEffects of Strain Rate on the Hysteretic Behavior of Buckling-Restrained Braces
typeJournal Paper
journal volume146
journal issue1
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0002486
page9
treeJournal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 001
contenttypeFulltext


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