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《World Earthquake Engineering》 2014-01
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Dynamical response of secondary structure based on coupled analysis

WAN Ming;ZHANG Tiejun;The First Branch of Qingjian Group Co.,Ltd;  
Taking numerical integral as dynamic calculation method,and based on coupling calculation of primary and secondary structures,the influence of the secondary structure's mass,stiffness,damping ratio and occurring floor on the structural dynamic response was analyzed. Results show that when the secondary structure is not in resonance with primary structure,its dynamic response increases with increase of its mass and floor; when the secondary structure is in resonance with primary structure,its dynamic response increases obviously,its maximum relative displacement decreases and maximum absolute acceleration increases with increase of its mass,its dynamic response increases with rise of the floor. Furthermore,damping change of the secondary structure almose has no influence on its dynamic response.
【Fund】: 国家自然科学基金(50978240)
【CateGory Index】: TU311.3
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