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contributor authorWen-Hsiung Lin
contributor authorAnil K. Chopra
contributor authorJuan Carlos De la Llera
date accessioned2017-05-08T20:57:59Z
date available2017-05-08T20:57:59Z
date copyrightMay 2001
date issued2001
identifier other%28asce%290733-9445%282001%29127%3A5%28475%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33597
description abstractA simplified analysis procedure has been developed to consider accidental torsion in building design that is rational and convenient relative to building codes. This procedure is extended and evaluated in this paper against measured accidental torsion determined from motions of 12 buildings—with nominally-symmetric plan—recorded during Northridge (1994), Loma Prieta (1989), Whittier (1987), and Upland (1990) earthquakes. The selected buildings include structures in reinforced concrete and in steel that cover a wide range of structural systems, including moment resisting frames, shear walls, braced frames, and hybrid systems. After the measured torsion is interpreted and compared to analytical estimates, it is demonstrated that this procedure is sufficiently accurate to be used in design applications.
publisherAmerican Society of Civil Engineers
titleAccidental Torsion in Buildings: Analysis versus Earthquake Motions
typeJournal Paper
journal volume127
journal issue5
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2001)127:5(475)
treeJournal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 005
contenttypeFulltext


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