土层性质对SH波场地放大效应的影响
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摘要
采用基于波传播理论的结构分析直接刚度法,分析了SH波入射时,土层性质对刚度增长场地、含刚性土层场地和含软弱土层场地放大效应的影响.得出的结论可帮助提前预估自由场地的地震反应.
By means of the direct-stiffness method of structural analysis based on the theory of wave propagation,the influence of properties of soil layer on the amplification effect for the incident SH waves of a site with increasing stiffness,site with stiffness layer and site with soft layer is analyzed.The conclusion can help forecast the result of response of a free-field to earthquake.
引文
[1]于国有,何玉敖,梁建文.层状半空间场地对地震波的放大作用[J].天津大学学报,1993,26(4):79-85.
    [2]陈镕,陈竹昌,夹有软弱土层的层状场地对入射SH波的响应分析[J].岩石力学与工程学报,1999,18:161-165.
    [3]W olf JP.Obernhuber P.Free-field response from inclined sH-waves and love-waves[J].Earthquake Engineering and StructuralDynam ic,10(1982),823-845,Reprinted by Perm ission of JohnW iley&Sons,Ltd
    [4]梁建文,尤红兵.层状半空间中洞室对入射平面P波的散射[J].地震工程与工程震动,2005,25(2):16-24

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