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contributor authorS. T. Mau
contributor authorV. Aruna
date accessioned2017-05-08T20:55:21Z
date available2017-05-08T20:55:21Z
date copyrightNovember 1994
date issued1994
identifier other%28asce%290733-9445%281994%29120%3A11%283366%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31866
description abstractA method of determining story drift, shear, and overturning moment (OTM) from building seismic records is presented. A system‐identification technique based on modal synthesis is used first to obtain parameters of dominant modes in the building response. Mode shapes are then constructed for the determination of story drift, shear, and overturning moment. The method is a refinement over an evolving procedure used by engineers and researchers in analyzing recent building seismic records. There are two new features in this method: (1) Mode shape determination based on shear and flexural modes and orthogonality conditions; and (2) story shear and overturning‐moment estimation based on displacement modal responses. Verification and error assessment are conducted using data generated from a model building over a wide range of parameters. It is found that story shear and overturning moment may be estimated accurately while certain error is associated with story‐drift estimates. Results of the error assessment may be used as guidelines for the selection of floor locations for the deployment of accelerometers. The method is also demonstrated over the actual seismic record of two buildings.
publisherAmerican Society of Civil Engineers
titleStory‐Drift, Shear, and OTM Estimation from Building Seismic Records
typeJournal Paper
journal volume120
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1994)120:11(3366)
treeJournal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 011
contenttypeFulltext


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