• 主题
高级搜索  >
历史搜索 清空历史
首页> 美国政府科技报告 >Earthquake Analysis and Response of Concrete Gravity Dams Including Base Sliding
【24h】

Earthquake Analysis and Response of Concrete Gravity Dams Including Base Sliding

机译：混凝土重力坝基础滑移的地震反应分析与响应

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

摘要

The stability of a concrete gravity dam against sliding along the interfacebetween the dam base and the foundation rock must be assured in a seismic safety evaluation. For this type of evaluation, a new numerical method is used to compute the earthquake response of gravity dams, including base sliding. The hybrid frequency-time domain procedure accounts for the nonlinear base sliding behavior of the dam and the frequency-dependent response of the impounded water and the flexible foundation rock. The results of a parameter study of typical gravity dams show how the earthquake-induced sliding is affected by the different characteristics of the ground motion and dam system.

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