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《Earthquake Research in Shanxi》 2011-03
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Instance Analysis on Earthquake Response of Soft Soil in Tianjin

ZHOU Hai-tao1,XIAO Zhi-yi2(1.First Crust Deformation Monitoring and Application Center,CEA,Tianjin 300180,China;2.Tianjin Chenxin Petrochemical Engineering Design Co.Ltd.,Tianjin,Tianjin 300271,China)  
Main methods for earthquake response analysis on layered site soil are introduced.Responses of soft soil site in Tianjin are made separately by using the methods of equivalent linearization and gradual integral.Compared with the real strong motion record of the fourth kind of site in Tianjin area,it is found that equivalent linearization method is better for the soft soil site in Tianjin.Also,the response results of soft soil site layer are analyzed and compared with the corresponding parameters of 《Code for Earthquake Resistance Design of Buildings》GB 50011—2010,and the difference between the two is analyzed.Based on discussion above,the reasonable suggestions are proposed for fortification against earthquake of soft soil site in Tianjin.
【CateGory Index】: TU435
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