首页> 外文会议>Geotechnical Engineering in the Information Technology Age >System Reliability of Cantilever Retaining Walls with Correlated Failure Modes
【24h】

System Reliability of Cantilever Retaining Walls with Correlated Failure Modes

机译:具有相关失效模式的悬臂式挡土墙的系统可靠性

获取原文
获取原文并翻译 | 示例

摘要

The reliability of a cantilever retaining wall is analyzed, for static stability conditions, as a series system with correlated failure modes. Modal correlations are analyzed. Computations performed using Monte Carlo simulations for a case example indicate the modal correlations are positive and first-order upper bound reliability approximations are applicable.
机译:对于静态稳定性条件,将悬臂式挡土墙作为具有相关失效模式的串联系统进行了可靠性分析。分析了模态相关。对于一个案例,使用蒙特卡洛模拟进行的计算表明模态相关为正,并且一阶上限可靠性近似适用。

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