...
  • 主题
高级搜索  >
历史搜索 清空历史
首页> 外文期刊>Soil Dynamics and Earthquake Engineering >Soil-structure interaction analyses of shallow-founded structures on a potential-liquefiable soil deposit
【24h】

Soil-structure interaction analyses of shallow-founded structures on a potential-liquefiable soil deposit

机译：潜在可液化土层上浅埋结构的土-结构相互作用分析

获取原文
获取原文并翻译 | 示例
   

获取外文期刊封面封底 >>

       
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

Soil liquefaction has been observed worldwide during historical earthquakes. Liquefaction-related phenomena induce damages, functional disruptions and considerable replacement expenses for structures. This paper aims to model the effects of liquefaction on several structural configurations founded on shallow foundations by performing 3 dimensional (3D) numerical simulations. The soil is modelled with non-linear hysteretic materials and advanced plasticity models that can reproduce the observed strong dilation tendency and increase in cyclic shear stiffness and strength. The paper applies OpenSeesPL to investigate the complex non-linear analyses of soil-structure interaction (SSI) with liquefaction. 3D structural performance (in term of drifts and floor displacements) of benchmark buildings founded on shallow foundations were performed and herein discussed.
机译：在历史地震中，全世界都观察到土壤液化。与液化有关的现象会导致结构损坏，功能中断和大量更换费用。本文旨在通过执行3维（3D）数值模拟对液化对浅基础上的几种结构构型的影响进行建模。用非线性滞后材料和先进的可塑性模型对土壤进行建模，这些模型可以重现观察到的强膨胀趋势并增加循环剪切刚度和强度。本文应用OpenSeesPL来研究液化作用下的土-结构相互作用（SSI）的复杂非线性分析。执行并在此讨论了建立在浅基础上的基准建筑物的3D结构性能（以漂移和地板位移的形式）。

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