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RESEARCH ON ASEISMIC BEHAVIORS OF WEAKLY CONNECTED HIGH-RISE STRUCTURES

Wang Ling; Lu Xilin (ReSearch Institute of Engineering Structures,TOngji University, Shanghai.200092)  
By using the series-parallel multi-mass vibration model,the aseismic behavior of high-rise structures with weakly connected double tower is analyzed. Considering the changes of towers and the connected spatial corridors,the changes of period,vibration mode and dynamic response of this new-type structures is mainly discussed in this paper.
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