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contributor authorM. Rezaiee-Pajand
contributor authorJ. Alamatian
date accessioned2017-05-08T21:00:37Z
date available2017-05-08T21:00:37Z
date copyrightJune 2008
date issued2008
identifier other%28asce%290733-9445%282008%29134%3A6%28973%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35273
description abstractNew implicit higher-order accuracy (IHOA) time integration, which uses constant time step, is presented for dynamic analysis. By defining weighted factors, current displacement and velocity are assumed to be functions of the accelerations in the several previous time steps. Then, the optimum weighted factors are determined so that displacement and velocity errors in the Taylor series are minimized. The IHOA is conditionally stable and by using the Routh–Hurwitz criterion, permissible time step is obtained. For numerical verification of the proposed technique, some linear and nonlinear dynamic systems from finite element and finite difference will be analyzed and the results are compared with common implicit methods such as Newmark-
publisherAmerican Society of Civil Engineers
titleImplicit Higher-Order Accuracy Method for Numerical Integration in Dynamic Analysis
typeJournal Paper
journal volume134
journal issue6
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2008)134:6(973)
treeJournal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 006
contenttypeFulltext


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