...
首页> 外文期刊>Soil Dynamics and Earthquake Engineering >Effects of the constitutive relationship on seismic response of soils. Part II. The site amplification study
【24h】

Effects of the constitutive relationship on seismic response of soils. Part II. The site amplification study

机译:本构关系对土壤地震响应的影响。第二部分现场扩增研究

获取原文
获取原文并翻译 | 示例
   

获取外文期刊封面封底 >>

       

摘要

This paper is the second part of the general paper dealing with effects of constitutive modeling on site amplification. The paper presents a parametric study of a boundary value problem of one-dimensional shear wave propagation in soil strata during seismic loading. The logarithmic function evaluated in the companion paper is utilized as a constitutive relationship and its performance is compared to that of the Ramberg-Osgood (R-O) relationship. The study is focused on prediction of amplifications in soil profile for excitations causing strains of small to medium magnitude.
机译:本文是普通论文的第二部分,涉及本构模型对位点扩增的影响。本文对地震荷载作用下土层中一维剪切波传播的边值问题进行了参数研究。随行论文中评估的对数函数用作本构关系,并将其性能与Ramberg-Osgood(R-O)关系进行比较。这项研究的重点是预测引起小到中等强度应变的激发的土壤剖面放大。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号