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Time Domain Modal Analysis of Random Stationary Response of Non-Proportionally Damped Structural Systems
Time Domain Modal Analysis of Random Stationary Response of Non-Proportionally Damped Structural Systems
Time Domain Modal Analysis of Random Stationary Response of Non-Proportionally Damped Structural Systems
Gui, G. (Autor:in) / He, Y. (Autor:in) / Lee, P. K. K. / Tham, L. G. / Cheung, Y. K. / University of Hong Kong; Department of Civil and Structural Engineering
International conference, Computational methods in structural and geotechnical engineering ; 1994 ; Hong Kong
01.01.1994
6 pages
In 4 vols; Also known as COMSAGE
Aufsatz (Konferenz)
Englisch
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