首页 | 本学科首页   官方微博 | 高级检索  
     

中国尾矿坝地震安全度(15)──1976年大石河尾矿坝二维总应力地震反应分析
引用本文:辛鸿博,王余庆,高艳平.中国尾矿坝地震安全度(15)──1976年大石河尾矿坝二维总应力地震反应分析[J].工业建筑,1995(8).
作者姓名:辛鸿博  王余庆  高艳平
作者单位:冶金部建筑研究总院
摘    要:本文使用目前国际上广泛流行的坝体地震反应分析方法,对遭受1976年唐山地震袭击的大石河尾矿坝进行了分析。并将分析结果与Seed简化法、一维反应分析方法的结果进行了对比。分析结果表明,二维总应力分析方法定性上能较为合理地给出坝体地震反应情况,Seed简化法直接用于坝体液化分析存在着一些问题,需要进一步改进。

关 键 词:尾矿坝,二维总应力法,地震反应分析

EARITHQUAKE SAFETY OF CHINESE TAILINGES DAM(15)── 2-D TOTAL STRESS SEISMIC RESPONSEANALYSES OF THE 1996 DASHIHE TAILINGS SANDS
Xin Hongbo,Wang Yuqing,Gao Yanping.EARITHQUAKE SAFETY OF CHINESE TAILINGES DAM(15)── 2-D TOTAL STRESS SEISMIC RESPONSEANALYSES OF THE 1996 DASHIHE TAILINGS SANDS[J].Industrial Construction,1995(8).
Authors:Xin Hongbo  Wang Yuqing  Gao Yanping
Abstract:The Dashihe tailings dam which Suffered the Tangshan Earthquake in 1976 was analyzed by using program QUAD-4 which is used to analyze seismic response of dam worldwide. The results were compared with those of Seed's simplified method and 1-D analyse and the computed results were compact with the seismic performance of the 1976 dam. Comparison shows that program QUAD-4 provides a better analysis qualitatively and the Seed's method needs to improve for analyzing seismic responses of dam.
Keywords:tailings dam  2-D total stress analyse method  seismic response analyse
本文献已被 CNKI 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号