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contributor authorFarzin Zareian
contributor authorPeyman Kaviani
contributor authorErtugrul Taciroglu
date accessioned2017-05-08T22:28:21Z
date available2017-05-08T22:28:21Z
date copyrightNovember 2015
date issued2015
identifier other46025388.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81164
description abstractAn alternative approach to the traditional method for performance assessment of structural systems is proposed. Denoted herein as the M-PARS method, this new approach is capable of tackling clusters of structural behavior under seismic excitations from one hazard level to another due to, for example, variations in the nature of excitation characteristics. The method’s ability to recognize and process different clusters (i.e.,
publisherAmerican Society of Civil Engineers
titleMultiphase Performance Assessment of Structural Response to Seismic Excitations
typeJournal Paper
journal volume141
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0001224
treeJournal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 011
contenttypeFulltext


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