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《Engineering Mechanics》 1993-01
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Chen Shuifu Sun Bingnan Tang Jinchun (Zhejiang University)  
In this paper, along-fluctuating wind dynamic responses of tall building system under the control of Cross-Tensioned Spring Damper model mechanism(CTSD) are studied.Considering the tall building and its added CTSD as an integral coupling system as well as a nonorthogonally damped system, the paper develops a new stochastic response analysis method--Complex-Mode State Space Method based on the combination of complex-valued modes, and derives the unified expressions for statistical state response and layer response solutions of the building. The calculation for a tall frame building and its results in contrast with those of non coupling real-mode responses are presented, which shows that the method proposed has its theoretical and applied values.
【Fund】: 国家自然科学基金资助课题
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