首页> 美国政府科技报告 >Response of Saturated Soils to Dynamic Loading
【24h】

Response of Saturated Soils to Dynamic Loading

机译:饱和土对动力荷载的响应

获取原文

摘要

The transient response of saturated porous soils to time dependent boundary conditions is analyzed. Galerkin finite element method is used to set up the spatial discretization of Biot's equations of wave propagation through linearly elastic fluid-saturated porous medium. Wilson's beta-gamma-theta algorithm is used to integrate the equations of motion. The procedure is applied to several one-dimensional steady state and transient problems. Excellent agreement with the analytic solutions was obtained with 'proper' selection of time-integration parameters.

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