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contributor authorJian Xu
contributor authorJ. Daniel Dolan
date accessioned2017-05-08T21:58:48Z
date available2017-05-08T21:58:48Z
date copyrightAugust 2009
date issued2009
identifier other%28asce%29st%2E1943-541x%2E0000071.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67914
description abstractTesting showed that the hysteretic behavior of nailed wood joints governs the response of many wood systems when subjected to lateral loadings. Unfortunately, commercially available software does not have the appropriate hysteretic element for a nailed wood joint, and the accuracy and versatility of the previously developed nail joint elements are not satisfactory. A general hysteretic model, Bouc-Wen-Barer-Wen, was modified to represent the hysteretic behavior of a nailed joint, in which the hysteretic constitutive law is characterized by a series of ordinary differential equations. It can produce versatile and smoothly varying hysteresis curves, is nonlinear, history dependent, and includes stiffness and strength degradation, and pinching. Based on the test data, the suitable parameters for different joint configurations can be estimated through genetic algorithms. This model was embedded in commercially available software, ABAQUS/Standard (Version 6.5), as a user-defined element which accounted for the coupling property of the nail joint action. A detailed shear wall was modeled and analyzed, and the results agreed well with the test data.
publisherAmerican Society of Civil Engineers
titleDevelopment of Nailed Wood Joint Element in ABAQUS
typeJournal Paper
journal volume135
journal issue8
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0000030
treeJournal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 008
contenttypeFulltext


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