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contributor authorReem Hejal
contributor authorAnil K. Chopra
date accessioned2017-05-08T20:53:17Z
date available2017-05-08T20:53:17Z
date copyrightApril 1989
date issued1989
identifier other%28asce%290733-9445%281989%29115%3A4%28834%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30558
description abstractThe earthquake response of torsionally coupled buildings is presented for a wide range of system parameters. Based on these results, it is demonstrated that the building response depends significantly on the static eccentricity ratio
publisherAmerican Society of Civil Engineers
titleEarthquake Response of Torsionally Coupled, Frame Buildings
typeJournal Paper
journal volume115
journal issue4
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1989)115:4(834)
treeJournal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 004
contenttypeFulltext


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