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contributor authorS. P. Triantafyllou
contributor authorV. K. Koumousis
date accessioned2017-05-08T21:43:41Z
date available2017-05-08T21:43:41Z
date copyrightMarch 2012
date issued2012
identifier other%28asce%29em%2E1943-7889%2E0000342.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60802
description abstractIn this work, a plane-stress element is proposed for the elastoplastic dynamic analysis of two-dimensional structures exhibiting hysteretic behavior. The constant-strain triangular element formulation for the elastic case is modified by introducing the Bouc-Wen hysteretic model, properly defined in the 2D stress-strain space. Solutions are obtained by simultaneously solving two sets of governing equations, namely the global equilibrium equations and the local constitutive equations, using a predictor-corrector differential equation solver. In following the proposed method, the linearization of the constitutive relations usually performed in step-by-step solution approaches is avoided. The proposed element is capable of modeling cyclic induced phenomena such as stiffness degradation and strength deterioration. Furthermore, the solution method implemented improves the accuracy of the results without increasing the computational cost of the analysis. Examples are presented which demonstrate the efficiency of the proposed approach. The method can be extended to other types of finite elements by properly incorporating the nonlinear constitutive behavior into their stiffness matrices.
publisherAmerican Society of Civil Engineers
titleBouc-Wen Type Hysteretic Plane Stress Element
typeJournal Paper
journal volume138
journal issue3
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0000332
treeJournal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 003
contenttypeFulltext


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