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contributor authorZhiyong Chen
contributor authorYing H. Chui
contributor authorChun Ni
contributor authorJian Xu
date accessioned2017-05-08T22:01:07Z
date available2017-05-08T22:01:07Z
date copyrightAugust 2014
date issued2014
identifier other%28asce%29st%2E1943-541x%2E0000925.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68822
description abstractThe seismic response of midrise light wood-frame buildings incorporating portal frames and shear walls were investigated via numerical simulation. Because portal frames and shear walls exhibit different ductility characteristics, of specific interest in this paper is the seismic force-modification factor for the combined building system. An approach to estimate the ductility-related force-modification factor,
publisherAmerican Society of Civil Engineers
titleSeismic Response of Midrise Light Wood-Frame Buildings with Portal Frames
typeJournal Paper
journal volume140
journal issue8
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0000882
treeJournal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 008
contenttypeFulltext


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