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《Earthquake Resistant Engineering》 2003-02
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Parametric Study on Coupled Lateral-Torsional Vibration Control System LTTMD for Tall Buildings

Zang Guodong et al  
In this paper,the coupled lateral?torsional vibration characteristics and dynamic response of asymmetrical tall buildings under seismic effect are analyzed Based on the basic theory of structural control,the principle and method of computation using the LTTMD system to control the high order vibration modes of asymmetrical tall buildings are presented The corresponding computer program is compuiled Various parameters,which affect the earthquake mitigation effect of the LTTMD control system,are studied in detail
【CateGory Index】: TU973.2
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