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《Earthquake Engineering and Engineering Vibration》 2006-01
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Random seismic response analysis of long-span spatial lattice structure under three-dimensional and multi-support earthquake excitations

Li Zhongxian,Lin Wei,Ding Yang(School of Civil Engineering,Tianjin University,Tianjin 300072,China)  
In this paper,the method of random seismic response analysis for long-span spatial lattice structures under the multi-support excitations of three-dimensional orthogonal earthquake motion is established.The model parameters of the power spectral density of the stationary random earthquake motion are determined according to the related specification of current code for seismic design.The seismic responses of a square plate grid with a uniform column spacing of 80m are numerically simulated under the uniform excitation,the traveling-wave excitation and the random excitation considering the partial coherence effect of the one-dimensional and three-dimensional earthquake motions.The results show that the internal forces of structural bars may be greatly changed by considering the spatial effect of earthquake motion,in which the amplitudes of the internal forces of the controlling bars may be increased by 30%.The influence of the traveling-wave effect of the earthquake motion on the internal forces of structural bars is stronger than that of the partial coherence effect of the random earthquake motion.The internal forces of structural bars under the three-dimensional earthquake excitation are larger than that under the one-dimensional excitation.A conclusion is drawn that the random seismic analysis considering the multi-support excitations of three-dimensional earthquake motion must be performed for the long-span spatial lattice structures.
【Fund】: 国家杰出青年科学基金项目(50425824);; 国家自然科学基金项目(50578109 50278064)
【CateGory Index】: TU311.3
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