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contributor authorWeichen Xue
contributor authorBin Cheng
contributor authorRenguang Zheng
contributor authorLiang Li
contributor authorJie Li
date accessioned2017-05-08T21:59:26Z
date available2017-05-08T21:59:26Z
date copyrightNovember 2011
date issued2011
identifier other%28asce%29st%2E1943-541x%2E0000408.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68269
description abstractPrevious studies primarily focused on the seismic performance of high-strength concrete (HSC) members and the static behavior of high-performance concrete (HPC) members. The work presented here aims at studying seismic performance of HPC frames under low reversed cyclic loading to provide guidance to support the design of HPC structures in seismic regions. Experimental studies are conducted to investigate failure patterns, failure mechanism, strains of longitudinal bars,
publisherAmerican Society of Civil Engineers
titleSeismic Performance of Nonprestressed and Prestressed HPC Frames under Low Reversed Cyclic Loading
typeJournal Paper
journal volume137
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0000367
treeJournal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 011
contenttypeFulltext


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