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《Earthquake Engineering and Engineering Vibration》 2002-02
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Simplified analysis method of seismically isolated regular building

LI Zhong-xi,ZHOU Xi-yuan (Institute of Earthquake Engineering, China Academy of Building Research, Beijing 100013,China)  
According to the distribution peculiarity of shear stiffnesses and masses of seismically isolated regular building along height ,the improved formulas of nodal damping ratio are proposed. Besides, formulas of natural frequencies,modes and earthquake responses of regular building are summarized. The numerical comparison between proposed modal damping ratios and the corresponding ones given by Kelly are carried out. And the results of comparison indicate that the proposed approximate formulas of nodal damping ratio in this paper are more accurate, though thd complexity of the two types of approximate formulas is almost the same. However, the proposed simplified formulas can be easily applied in schematic design of the seismically isolated regular building and mode superposition analysis.
【Fund】: 国家自然科学基金项目 ( 5 9895 410 )
【CateGory Index】: TU352.1
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