A synthesis formulation of explicit damping matrix for non-classically damped systems-Reference-Cited by-同舟云学术

A synthesis formulation of explicit damping matrix for non-classically damped systems

Published:2004-01 Issue:2 Volume:227 Page:125-132
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Xu J

Publisher

Elsevier BV

Subject

Mechanical Engineering,Waste Management and Disposal,Safety, Risk, Reliability and Quality,General Materials Science,Nuclear Energy and Engineering,Nuclear and High Energy Physics

Reference13 articles.

1. Biggs, 1964. Introduction to Structural Dynamics. McGraw-Hill, New York.

2. Earthquake response analysis considering non-proportional damping;Clough;Earth. Eng. Struct. Dyn.,1976

3. Coordinates which uncouple the equations of damped linear dynamic systems;Foss;Trans. Am. Soc. Mech. Eng.,1960

4. Gupta, A.K., et al., 1986. Seismic response of non-classically damped systems. Nucl. Eng. Design, vol. 91. North-Holland, Amsterdam, pp. 153–159.

5. Gupta, A.K., 1992. Response Spectrum Method in Seismic Analysis and Design of Structures, CRC Press, Boca Raton, FL.

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