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土层结构对地表加速度峰值的影响
引用本文:薄景山,李秀领,刘红帅.土层结构对地表加速度峰值的影响[J].地震工程与工程振动,2003,23(3):35-40.
作者姓名:薄景山  李秀领  刘红帅
作者单位:1. 中国地震局工程力学研究所,黑龙江,哈尔滨,150080
2. 大连理工大学,辽宁,大连,116024
基金项目:中国地震局“十五”重点科研项目资助
摘    要:本文在研究我国数百个工程场地钻孔资料的基础上,选取和构造了若干有代表性的典型场地剖面,利用目前工程上广泛应用的场地地震反应分析的一维等效线性化波动方法,计算了不同场地在三种不同强度的地震动输入下的地表加速度峰值反应。分析研究了覆盖层厚度、软土层的埋深与厚度等对场地地表加速度峰值的影响,得到了一些有意义的结论。

关 键 词:土层结构  地表加速度峰值  场地  强度  地震动  覆盖层厚度  软土层
文章编号:1000-1301(2003)03-0035-06

Effects of soil layer construction on peak accelerations of ground motions
BO Jing-shan,LI Xiu-ling,LIU Hong-shuai.Effects of soil layer construction on peak accelerations of ground motions[J].Earthquake Engineering and Engineering Vibration,2003,23(3):35-40.
Authors:BO Jing-shan  LI Xiu-ling  LIU Hong-shuai
Abstract:In this paper, based on hundreds of actual engineering site profiles, the authors select and build several significant site profiles, which include the thickness of overlaying layer, the depth and thickness of soft soil layer at site. The ground peak accelerations of different soil layer constructions are calculated under three different intensity earthquake inputs through the equivalent linearization and wave propagation method for the earthquake response analysis of soil layers. The effect of the thickness of overlaying layer, the depth and thickness of the soft soil layer at site is analyzed, and some conclusions with realistic significance are arawn.
Keywords:seismic motion input  soil Layer Construction  peak Acceleration
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