首页> 美国政府科技报告 >Dynamic Response Analysis of the Underground Protective Structures Subjected to Blast Loads
【24h】

Dynamic Response Analysis of the Underground Protective Structures Subjected to Blast Loads

机译:爆炸荷载作用下地下保护结构的动力响应分析

获取原文

摘要

An underground protective structure when it carries loads will interact with its neighboring medium. In the methods used today at home, the peak value of dynamic loads acting on the structure is assumed to be a constant, that is, the influence of the rate at which the structure deforms on the characteristics of dynamic loads is not taken into account, and at the same time the Winkler's model is used to describe the relationship between the neighboring medium and the structure without considering the damping effects as well as the influence of progressive wave. In the paper, the viscoelastic model is used to describe the effects of the medium on a structure.

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