Journal of Guangdong University of Technology ›› 2001, Vol. 18 ›› Issue (3): 6-11.
• Comprehensive Studies • Previous Articles Next Articles
A Method for Estimating the Damping Matrix of Structural Dynamic Systems
- (1.Faculty of Construction;2.Faculty of Electromechanical Engineering,GDUT,Guangzhou,510090,China)
| [1] 董军,邓洪洲,王肇民. 结构动力分析阻尼模型研究[J]. 世界地震工程. 2000(04) [1] Mau S T.A Subspace Modal Superposition Method for Non-Classical Damping Systems. Earthquake Engineering and Structural Dynamics . 1988 [2] Liang Z,Lee G C.Damping of Structures: Part I Theory of Complex Damping. National Center for Earthquake Engineering Research of U. S. A, 1992, Technical Report NCEER- . [3] Berman A,Nagy E Y.Improvement of a Large Analytical Model Using Test Date. American Institute of Aeronautics and Astronautics Journal . 1983 [4] Buhariwala K J,Hansen J S.Construction of A Consistent Damping Matrix J. Appl. Mech. Trans. ASME . 1988 [5] Clough,Rowland Penizen.Dynamic of structures. . 1975 [6] Itoh T.Damping Vibration Mode Superpostion Method for Dynamic Response Analysis. Earthquake Engineering and Structural Dynamics . 1973 |
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Add：729 East Dongfeng RD., Guangzhou PRC. Postcode: 510090
Tel：020-37626653,020-37626139,020-37626396
Email：xbzrb@gdut.edu.cn
Supported:Beijing Magtech