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contributor authorMarwan T. Shedid
contributor authorWael W. El-Dakhakhni
contributor authorRobert G. Drysdale
date accessioned2017-05-08T21:37:22Z
date available2017-05-08T21:37:22Z
date copyrightApril 2011
date issued2011
identifier other%28asce%29cf%2E1943-5509%2E0000147.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57736
description abstractThe current North American design standards provide seismic force modification factors for the rectangular masonry structural walls category only; no similar provisions for flanged and end-confined masonry structural walls exist. This study demonstrates that seismic force reduction factor (
publisherAmerican Society of Civil Engineers
titleSeismic Response Modification Factors for Reinforced Masonry Structural Walls
typeJournal Paper
journal volume25
journal issue2
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000144
treeJournal of Performance of Constructed Facilities:;2011:;Volume ( 025 ):;issue: 002
contenttypeFulltext


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