Criterion of stability and implementation issues of hybrid frequency-time-domain procedure for non-linear dynamic analysis-Reference-Cited by-同舟云学术

Criterion of stability and implementation issues of hybrid frequency-time-domain procedure for non-linear dynamic analysis

Published:1988-05 Issue:4 Volume:16 Page:569-581
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng. Struct. Dyn.

Author:

Darbre Georges R.,Wolf John P.

Publisher

Wiley

Subject

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

Reference12 articles.

1. Finite Element Procedures in Engineering Analysis, Prentice-Hall, Englewood Cliffs, New Jersey, 1982.

2. Application of Normal Mode Theory and Pseudoforce Methods to Solve Problems With Nonlinearities

3. ‘Solution of nonlinear dynamic structural systems by a hybrid frequency-time domain approach’, Research Report R83–5, Massachusetts Institute of Technology, Department of Civil Engineering, Cambridge, 1983.

4. and , Digital Signal Processing, Prentice-Hall, Englewood Cliffs, New Jersey, 1975.

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