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《Journal of Disaster Prevention and Reduction》 2012-02
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QI Xin,JIN Chao-yu (Earthquake Administration of Liaoning Province,Liaoning Shenyang 110034,China)  
At present,ESE and SHAKE procedure are widely used to seismic analysis for soil layers in China and the United States of America.These two procedures both use the one-dimension equivalent linear method to deal with the nonlinear soil dynamic constitutive relationship.In this paper,we calculated respectively three typical profiles though ESE procedure and SHAKE procedure.The result shows that SHAKE procedure can't get more reasonable PGA and response spectrum values when the soil profiles are deep or the input ground motions are strong.The ESE procedure can be used in engineering well.
【CateGory Index】: TP319;TU435
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