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《Journal of Shenyang Architectural and Civil Engineering Institute》 2001-03
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Modal Combination Method for Structural Response Excited by Double Earthquakes

SUN Li,LI Hong nan,LING De zhi (Civ.Eng.Faculty,Shenyang Arch.and Civ.Eng.Univ.,Shenyang,110015,China) Received March 3, 2001  
It is assumed that the double translational components of seismic are stational white noise and the correlation between the input components is considered. The combination method for structural response excited by double earthquakes is proposed based on random vibration theory and the mode correlation coefficient is derived. The response of a 12 story eccentrical structure is calculated and the result is compared with result of random mode displacement method.The results of two methods are very closed.
【Fund】: 国家杰出青年基金 ( 50 0 2 582 3);; 国家重点科技项目 ( 98-0 2 -0 3);; 辽宁省青年科研人才基金资助项目 ( 9730 1 0 )
【CateGory Index】: TU311
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