A simple explicit single step time integration algorithm for structural dynamics

Summary In this article, a new single‐step explicit time integration method is developed based on the Newmark approximations for the analysis of various dynamic problems. The newly proposed method is second‐order accurate and able to control numerical dissipation through the parameters of the Newmar...

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Veröffentlicht in:	International journal for numerical methods in engineering Jg. 119; H. 5; S. 383 - 403
1. Verfasser:	Kim, Wooram
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Bognor Regis Wiley Subscription Services, Inc 03.08.2019
Schlagworte:	Algorithms controllable numerical dissipation explicit time integration method impact and wave propagation linear and nonlinear structural dynamics Numerical dissipation pendulums Stability Time integration
ISSN:	0029-5981, 1097-0207
Online-Zugang:	Volltext
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