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码头成层地基中地震动的非线性反演方法
引用本文:胡少伟,牛志国,陆俊. 码头成层地基中地震动的非线性反演方法[J]. 水运工程, 2010, 0(4)
作者姓名:胡少伟  牛志国  陆俊
作者单位:南京水利科学研究院,水利部水科学与水工程重点实验室,江苏,南京,210029
摘    要:为了合理地对某码头结构进行抗震分析,采用非线性土层随机地震反应分析方法,结合自由场地地表处测得的地震加速度记录,反演得到了基岩加速度,为结构抗震分析提供了合理的地震动输入.由于土体是一种显著的非线性材料,采用一种简化的方法求解剪切模量和阻尼比,从而确立了土体的动力本构关系,建立了非线性反演方法.最后,结合某高桩码头工程,对该工程地表加速度进行了非线性反演得到基岩地震动.计算结果表明该反演方法是正确的,有着较高的精度.

关 键 词:非线性反演  基岩地震动  动力本构  成层地基  高桩码头

Nonlinear inversion method of ground motion in layered soil of a quay
HU Shao-wei,NIU Zhi-guo,LU Jun. Nonlinear inversion method of ground motion in layered soil of a quay[J]. Port & Waterway Engineering, 2010, 0(4)
Authors:HU Shao-wei  NIU Zhi-guo  LU Jun
Affiliation:HU Shao-wei,NIU Zhi-guo,LU Jun(Key Laboratory of Water Science , Engineering,Ministry of Water Resources,Nanjing Hydraulic Research Institute,Nanjing 210029,China)
Abstract:For a reasonable seismic analysis of a quay structure,this paper presents a method that can be used to inverse bedrock ground motion based on the method for calculating the response of nonlinear soil layer with random earthquake analysis,combining with the record of earthquake acceleration obtained from free ground surface,and provide reliable earthquake motion inputs for the seismic analysis.Because the nonlinear properties of soil are very significant,a simplified method is adopted to solve the deformatio...
Keywords:nonlinear inversion method  bedrock ground motion  dynamic constitutive  layered soil  high-piled quay  
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