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contributor authorBennett R. Banting
contributor authorWael W. El-Dakhakhni
date accessioned2017-05-08T22:01:08Z
date available2017-05-08T22:01:08Z
date copyrightMay 2014
date issued2014
identifier other%28asce%29st%2E1943-541x%2E173.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68836
description abstractThe design of reinforced masonry (RM) structural walls subject to high inelastic curvature demands can often be hindered by prescriptive requirements in design codes regarding the ratio between compression zone depth (
publisherAmerican Society of Civil Engineers
titleSeismic Performance Quantification of Reinforced Masonry Structural Walls with Boundary Elements
typeJournal Paper
journal volume140
journal issue5
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0000895
treeJournal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 005
contenttypeFulltext


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