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contributor authorShuenn-Yih Chang
date accessioned2017-05-08T22:41:19Z
date available2017-05-08T22:41:19Z
date copyrightDecember 2008
date issued2008
identifier other%28asce%290733-9399%282008%29134%3A12%281071%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86519
description abstractIn this work, stability and accuracy of the Newmark method for nonlinear systems are obtained from a linearized analysis. This analysis reveals that an unconditionally stable integration method for linear elastic systems is unconditionally stable for nonlinear systems and a conditionally stable integration method for linear elastic systems remains conditionally stable for nonlinear systems except that its upper stability limit might vary with the step degree of nonlinearity and step degree of convergence. A sufficient condition to have a stable computation for nonlinear systems in a whole step-by-step integration procedure is also developed in this study. Furthermore, it is also found that numerical accuracy in the solution of nonlinear systems is closely related to the step degree of nonlinearity and step degree of convergence although its characteristics are similar to those of the preceding works for linear elastic systems. Since these results are obtained from a linearized analysis, they can be applicable to the nonlinear systems that satisfied the simplifications for the analysis but may not be applicable to general nonlinear systems.
publisherAmerican Society of Civil Engineers
titleLinearized Stability and Accuracy for Step-by-Step Solutions of Certain Nonlinear Systems
typeJournal Paper
journal volume134
journal issue12
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2008)134:12(1071)
treeJournal of Engineering Mechanics:;2008:;Volume ( 134 ):;issue: 012
contenttypeFulltext


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