Improved Explicit Integration Algorithms for Structural Dynamic Analysis with Unconditional Stability and Controllable Numerical Dissipation

A computationally efficient one-parameter family of explicit (i.e., non iterative for nonlinear systems) direct integration algorithms featuring second-order accuracy, unconditional stability for linear systems, and controllable numerical dissipation is developed for solving inertial problems. Uncon...

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Veröffentlicht in:	Journal of earthquake engineering : JEE Jg. 23; H. 5; S. 771 - 792
Hauptverfasser:	Kolay, Chinmoy, Ricles, James M.
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Abingdon Taylor & Francis 28.05.2019 Taylor & Francis Ltd
Schlagworte:	Algorithms Control stability Direct Integration Algorithm Dynamic Analysis Dynamic stability Explicit Improved Overshoot Integration Iterative methods Linear systems Mathematical models Nonlinear systems Numerical Damping Numerical dissipation Parameters Stability analysis Unconditional Stability
ISSN:	1363-2469, 1559-808X
Online-Zugang:	Volltext
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