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contributor authorAjaya K. Gupta
contributor authorGeorge P. Kuo
date accessioned2017-05-08T20:51:44Z
date available2017-05-08T20:51:44Z
date copyrightAugust 1985
date issued1985
identifier other%28asce%290733-9445%281985%29111%3A8%281722%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29615
description abstractShear walls play an important role in the wind and seismic resistance of low‐rise wood‐framed buildings. The behavior of shear walls is primarily governed by the nail force‐slip characteristics. The bending stiffness of studs and the shear stiffness of the sheathing play an important role in providing the stiffness. But the studs and the sheathing play a secondary role in defining the load‐deformation properties. New models are presented to represent the shear behavior of these walls. It is shown that the proposed models are comparable to the finite element model, and give results which are in good agreement with the test results. The proposed models are particularly suitable for repetitive applications, e.g., in a nonlinear dynamic analysis.
publisherAmerican Society of Civil Engineers
titleBehavior of Wood‐Framed Shear Walls
typeJournal Paper
journal volume111
journal issue8
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1985)111:8(1722)
treeJournal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 008
contenttypeFulltext


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