Optimal implicit single-step time integration methods with equivalence to the second-order-type linear multistep methods for structural dynamics: Accuracy analysis based on an analytical framework-Reference-Cited by-同舟云学术

Optimal implicit single-step time integration methods with equivalence to the second-order-type linear multistep methods for structural dynamics: Accuracy analysis based on an analytical framework

Published:2024-01 Issue: Volume:418 Page:116503
ISSN:0045-7825
Container-title:Computer Methods in Applied Mechanics and Engineering
language:en
Short-container-title:Computer Methods in Applied Mechanics and Engineering

Author:

Zhang Jie^ORCID

Funder

National Natural Science Foundation of China

Basic and Applied Basic Research Foundation of Guangdong Province

Publisher

Elsevier BV

Subject

Computer Science Applications,General Physics and Astronomy,Mechanical Engineering,Mechanics of Materials,Computational Mechanics

Reference71 articles.

1. A method of computation for structural dynamics;Newmark;J. Eng. Mech. Div.,1959

2. A Computer Program for the Dynamic Stress Analysis of Underground Structures;Wilson,1968

3. Improved numerical dissipation for time integration algorithms in structural dynamics;Hilber;Earthq. Eng. Struct.,1977

4. T.J.R. Hughes, Analysis of transient algorithms with particular reference to stability behavior, in: T. Belytschko, T.J.R. Hughes (Eds.) Computational Methods for Transient Analysis, Amsterdam, North-Holland, 1983.

5. An alpha modification of Newmark's method;Wood;Int. J. Numer. Methods Eng.,1980

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1. A critical review/look at “Optimal implicit single-step time integration methods with equivalence to the second-order-type linear multistep methods for structural dynamics: Accuracy analysis based on an analytical framework”;Computer Methods in Applied Mechanics and Engineering;2024-11