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上海软土动力参数变异性对土层地震反应的影响

Effect of variability of dynamic parameters of soft soil in Shanghai region on seismic response of layered soil

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【作者】 楼梦麟严国香沈建文文峰

【Author】 LOU Meng-lin1,YAN Guo-xiang1,SHEN Jian-wen2,WEN Feng1 (1.State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China; 2. Earthquake Engineering Institute, Seismological Bureau of Shanghai, Shanghai 200062, China)

【机构】 同济大学土木工程防灾国家重点实验室上海市地震局同济大学土木工程防灾国家重点实验室 上海200092上海200092上海200062上海200092

【摘要】 应用模态摄动法求解水平分层均匀土层的地震反应,通过大量的数值计算,讨论上海软土土性变化对土层基本周期和表面地震加速度反应的影响。数值结果表明:准确获取土层的动力参数对土层地震反应计算有重要影响,在现场实测获得较为翔实的土样动力特性参数的基础上,土层土性动力参数变异性所产生的计算误差是有限的。

【Abstract】 The seismic response of a layered soil in Shanghai region is analyzed by modal perturbation method. The effect of dynamic property variation of soil on the fundamental period of layered soil and the peak acceleration of seismic response at soil surface has been discussed by the determinate technique instead of random analysis. It is shown by using numerical results obtained from many case studies that acquiring accurately the dynamic property of soil medium from the soil site field is important for the seismic response analysis of layered soil and that the effect of variability of dynamic soil properties, which are measured accurately from the soil site field, on the calculation errors of seismic responses and fundamental period of the soil layer is limited.

【基金】 上海市科学技术发展基金(编号:022512065);上海市建设技术发展基金(编号:A0206101)联合资助项目
  • 【文献出处】 岩土力学 ,Rock and Soil Mechanics , 编辑部邮箱 ,2004年09期
  • 【分类号】TU435
  • 【被引频次】20
  • 【下载频次】304
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