节点文献

混凝土的动力特性与拱坝的非线性地震响应

Dyanmic behavior of concrete and nonlinear seismic response of arch dam

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 林皋陈健云肖诗云

【Author】 LIN Gao 1,XIAO Shi yun 1,CHEN Jian jun 1 (1.Dalian University of Technology,Dalian 116024,China)

【机构】 大连理工大学土木水利学院大连理工大学土木水利学院 辽宁大连116024辽宁大连116024辽宁大连116024

【摘要】 总结分析了混凝土材料的动力特性及其在大坝抗震设计中应用的发展现状及其存在的问题。应用一致黏塑性模型研究了混凝土的应变速率相关特性对结构动力响应的影响。发现动荷载作用过程应变速率变化对结构的变形、应力大小与应力分布均发生影响。最后 ,研究了地震作用下高拱坝应变率沿坝体的分布 ,计算了考虑应变速率相关特性后高拱坝地震应力的分布及其开裂情况

【Abstract】 The state of the art of experimental research on dynamic behavior of concrete and its application to aseismic design of dams are briefly reviewed and critically assessed.By employing the viscoplastic consistency model,the strain rate effect of concrete on dyanamic response of structures is studied.It was found that the magnitude and distribution of displacement and stress of the structures are affected greatly.As an example,the strain rate distribution of a high arch dam subjected to earthquke excitation is calculated and the nonlinear stress response and crack development of the dam are also calculated and examined.It is concluded that the strain rate effect has important significance in aseismic safety evaluation of high concrete dams.

【关键词】 混凝土动力特性非线性地震响应
【Key words】 concretedyamic behaviorarch damnonlinear response
【基金】 国家自然科学基金重点项目资助 ( 50 1390 10 )
  • 【文献出处】 水利学报 ,Journal of Hydraulic Engineering , 编辑部邮箱 ,2003年06期
  • 【分类号】TV642.4
  • 【被引频次】34
  • 【下载频次】504
节点文献中: 

本文链接的文献网络图示:

本文的引文网络