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contributor authorDerek A. Skolnik
contributor authorJohn W. Wallace
date accessioned2017-05-08T21:59:11Z
date available2017-05-08T21:59:11Z
date copyrightDecember 2010
date issued2010
identifier other%28asce%29st%2E1943-541x%2E0000295.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68148
description abstractInterstory drift, the relative translational displacement between two consecutive floors, is an important engineering demand parameter and indicator of structural performance. The structural engineering community would benefit well from accurate measurements of interstory drift, especially where structures undergo inelastic deformation. Unfortunately, the most common method for obtaining interstory drift, double integration of measured acceleration, is problematic. Several issues associated with this method (e.g., signal processing steps and sparse instrumentation) are illustrated using data from shake table studies and two extensively instrumented buildings. Some alternative contact and noncontact methods for obtaining interstory drift are then presented.
publisherAmerican Society of Civil Engineers
titleCritical Assessment of Interstory Drift Measurements
typeJournal Paper
journal volume136
journal issue12
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0000255
treeJournal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 012
contenttypeFulltext


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