Extension of LMS formulations for L-stable optimal integration methods with U0–V0 overshoot properties in structural dynamics: the level-symmetric (LS) integration methods-Reference-Cited by-同舟云学术

Extension of LMS formulations for L-stable optimal integration methods with U0–V0 overshoot properties in structural dynamics: the level-symmetric (LS) integration methods

Published:2007 Issue:13 Volume:71 Page:1598-1632
ISSN:0029-5981
Container-title:International Journal for Numerical Methods in Engineering
language:en
Short-container-title:Int. J. Numer. Meth. Engng

Author:

Leontiev V. A.

Publisher

Wiley

Subject

Applied Mathematics,General Engineering,Numerical Analysis

Reference28 articles.

1. . Computational Methods for Transient Analysis. North-Holland: Amsterdam, 1983.

2. A Recurrence Matrix Solution for the Dynamic Response of Elastic Aircraft

3. A Method of Computation for Structural Dynamics

4. A Computer Program for the Dynamic Stress Analysis of Underground Structures. SESM University of California: Berkeley, 1968.

5. Lecture Notes;Gear,1982

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