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A simple explicit single step time integration algorithm for structural dynamics

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Publication:5243714
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DOI10.1002/nme.6054zbMath1425.74474OpenAlexW2918734074MaRDI QIDQ5243714

Wooram Kim

Publication date: 19 November 2019

Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nme.6054


zbMATH Keywords

controllable numerical dissipationpendulumsexplicit time integration methodlinear and nonlinear structural dynamicsimpact and wave propagation


Mathematics Subject Classification ID

Lua error in Module:PublicationMSCList at line 37: attempt to index local 'msc_result' (a nil value).


Related Items (2)

An improved implicit method with dissipation control capability: the simple generalized composite time integration algorithm ⋮ A second-order accurate three sub-step composite algorithm for structural dynamics




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