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contributor authorSinan Akkar
contributor authorUfuk Yazgan
contributor authorPolat Gülkan
date accessioned2017-05-08T20:59:27Z
date available2017-05-08T20:59:27Z
date copyrightJuly 2005
date issued2005
identifier other%28asce%290733-9445%282005%29131%3A7%281014%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34571
description abstractA simple procedure to estimate the local displacement demands in regular frame-type structures that respond in elastic limits is described. Given the spectral displacement and beam-to-column stiffness ratio, the procedure estimates the maximum ground story and maximum interstory drifts along the height of the structure. A total of 145 near-fault ground motions recorded on dense-to-firm soil sites are used for the evaluation of the procedure. The approximate drift demands computed from this procedure and the exact results from 27,550 response history analyses are used for calculating the error statistics. The calculations show that the procedure can be used with confidence for frames with fundamental periods between
publisherAmerican Society of Civil Engineers
titleDrift Estimates in Frame Buildings Subjected to Near-Fault Ground Motions
typeJournal Paper
journal volume131
journal issue7
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2005)131:7(1014)
treeJournal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 007
contenttypeFulltext


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