A pseudo-force iterative method with separate scale factors for dynamic analysis of structures with non-proportional damping-Reference-Cited by-同舟云学术

A pseudo-force iterative method with separate scale factors for dynamic analysis of structures with non-proportional damping

Published:2002 Issue:2 Volume:32 Page:329-337
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng. Struct. Dyn.

Author:

Lin Feng-Bao,Wang Yung-Kuo,Cho Young S.

Publisher

Wiley

Subject

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

Reference8 articles.

1. Ritz method for dynamic analysis of large discrete linear systems with non-proportional damping

2. Simple numerical algorithms for the mode superposition analysis of linear structural systems with non-proportional damping

3. Nonclassically Damped Dynamic Systems: An Iterative Approach

4. Physical space solutions of non-proportionally damped systems. Technical Report NCEER-91-0002, National Center for Earthquake Engineering Research, 1991.

5. A modal superposition pseudo-force method for dynamic analysis of structural systems with non-proportional damping

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