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《Journal of Vibration and Shock》 2007-08
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CALCULATION OF NATURAL VIBRATION PERIOD AND SEISMIC ACTION OF CYLINDRICAL SILOS SUPPORTED BY CYLINDERS AND ATTACHED WITH BUILDING ON TOP OF SILOS

WANG Ming-ping, LI Yu-chuan, LIU Wei(College of Civil Engineering, Qingdao Technological University, Qingdao 266033, China)  
Through analysis, it is found the natural vibration period of the cylindrical silos supported by cylinders and attached with building on top of silos is slightly longer than the fundamental natural vibration period of the main room and that of the building on top of silos when it be directly constructed on the ground. The seismic response analysis is carried out to calculate the horizontal seismic action of cylindrical silos. In analyzing the horizontal seismic action of the building, the natural vibration period of the complete silo structure is adopted. The enhancement coefficient of seismic effect is taken as 4.0. When the modal index is bigger than 1.0, the enhancement coefficient may be taken as 3.0. In analyzing the horizontal seismic action of supporting cylinders the natural vibration period of the main room is adopted.
【Fund】: 建设部科技发展计划项目(05-K1-35)
【CateGory Index】: TU311.3
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1 WANG Jun-rong , ZHANG Min , *LI Hua-jun (Shandong Provincial Key Laboratory of Ocean Engineering, Ocean Universtiy of China, Qingdao 266100, China);A FINITE ELEMENT MODEL UPDATING APPROACH BASED ON INCOMPLETE MODAL DATA[J];工程力学;2010-08
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4 WANG Ming-ping, LI Yu-chuan, LIU Wei(College of Civil Engineering, Qingdao Technological University, Qingdao 266033, China);CALCULATION OF NATURAL VIBRATION PERIOD AND SEISMIC ACTION OF CYLINDRICAL SILOS SUPPORTED BY CYLINDERS AND ATTACHED WITH BUILDING ON TOP OF SILOS[J];振动与冲击;2007-08
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