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contributor authorQiuhong Zhao
contributor authorAbolhassan Astaneh-Asl
date accessioned2017-05-08T20:58:57Z
date available2017-05-08T20:58:57Z
date copyrightFebruary 2004
date issued2004
identifier other%28asce%290733-9445%282004%29130%3A2%28271%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34243
description abstractShear wall systems are one of the most commonly used lateral-load resisting systems in high-rise buildings. The composite shear wall system studied herein consists of a steel plate shear wall with a reinforced concrete wall attached to one side of it using bolts. In this paper, experimental studies of three-story composite shear wall specimens are presented and test results are discussed. Two half-scale specimens were tested and both showed highly ductile behavior and stable cyclic postyielding performance. The specimens were able to tolerate 33 cycles of shear displacements and reach maximum interstory drift of more than 0.05. Here the interstory drift is defined as lateral movement of the floor over the story height. The bolts connecting the reinforced concrete walls to steel plate shear walls were able to ensure the composite action by bracing the steel plate shear wall to the reinforced concrete shear wall and preventing the overall buckling of steel plates. During late cycles and after shear yielding of the steel plate, inelastic local buckling of the steel plate shear wall occurred in the areas between the bolts. The experimental results and their implication in seismic design are summarized and discussed.
publisherAmerican Society of Civil Engineers
titleCyclic Behavior of Traditional and Innovative Composite Shear Walls
typeJournal Paper
journal volume130
journal issue2
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2004)130:2(271)
treeJournal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 002
contenttypeFulltext


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