An error analysis of truncated starting conditions in step-by-step time integration: Consequences for structural dynamics-Reference-Cited by-同舟云学术

An error analysis of truncated starting conditions in step-by-step time integration: Consequences for structural dynamics

Published:1987-10 Issue:7 Volume:15 Page:901-910
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng. Struct. Dyn.

Author:

Hulbert G. M.,Hughes T. J. R.

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference7 articles.

1. Numerical Initial Value Problems in Ordinary Differential Equations, Prentice-Hall, Englewood Cliffs, N. J., 1971.

2. Improved numerical dissipation for time integration algorithms in structural dynamics

3. ‘Analysis of transient algorithms with particular reference to stability behavior’ pp 67–155 in Computational Methods for Transient Analysis (eds. and ), North-Holland, Amsterdam, 1983.

4. A Method of Computation for Structural Dynamics

5. Linear Algebra and Its Applications, Academic Press, New York, 1976.

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