Performance and Numerical Behavior of the Second-Order Scheme of Precise Time-Step Integration for Transient Dynamic Analysis
Spurious high-frequency responses resulting from spatial discretization in time-step algorithms for structural dynamic analysis have long been an issue of concern in the framework of traditional finite difference methods. Such algorithms should be not only numerically dissipative in a controllable manner, but also unconditionally stable so that the time-step size can be governed solely by the accuracy requirement. In this article, the issue is considered in the framework of the second-order...[Show more]
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|Source:||Numerical Methods for Partial Differential Equations|
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