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contributor authorA. E. Aktan
contributor authorV. V. Bertero
date accessioned2017-05-08T20:52:28Z
date available2017-05-08T20:52:28Z
date copyrightMay 1987
date issued1987
identifier other%28asce%290733-9445%281987%29113%3A5%281092%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30056
description abstractTwo 1/3‐scale four‐story RC coupled wall subassemblies and a 1/5‐scale seven‐story complete RC frame‐wall building are subjected to simulated seismic loads to failure. Each specimen represents a different case of seismic design. While design of one of the coupled wall subassemblies is in complete accord with the
publisherAmerican Society of Civil Engineers
titleEvaluation of Seismic Response of RC Buildings Loaded to Failure
typeJournal Paper
journal volume113
journal issue5
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1987)113:5(1092)
treeJournal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 005
contenttypeFulltext


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