Assessment of explicit and semi-explicit classes of model-based algorithms for direct integration in structural dynamics-Reference-Cited by-同舟云学术

Assessment of explicit and semi-explicit classes of model-based algorithms for direct integration in structural dynamics

Published:2015-12-23 Issue:1 Volume:107 Page:49-73
ISSN:0029-5981
Container-title:International Journal for Numerical Methods in Engineering
language:en
Short-container-title:Int. J. Numer. Meth. Engng

Author:

Kolay Chinmoy¹,Ricles James M.¹

Affiliation:

1. Department of Civil and Environmental Engineering; Lehigh University; Bethlehem 18015 PA USA

Funder

P.C. Rossin College of Engineering and Applied Science (RCEAS) fellowship

Yen fellowship

Publisher

Wiley

Subject

Applied Mathematics,General Engineering,Numerical Analysis

Reference23 articles.

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2. Wilson E A computer program for the dynamic stress analysis of underground structures. SESM Report No. 68-1 Univ. of California, Berkeley, Calif 1968

3. Improved numerical dissipation for time integration algorithms in structural dynamics;Hilber;Earthquake Engineering and Structural Dynamics,1977

4. An alpha modification of Newmark's method;Wood;International Journal for Numerical Methods in Engineering,1980

5. A time integration algorithm for structural dynamics with improved numerical dissipation: the generalized-α method;Chung;Journal of Applied Mechanics,1993

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