某电站取水隧洞与热水回流沟衔接段抗震分析  

Seismic analysis of the joint section between intake tunnel and hot-water circumfluence groove for a hydropower station

作　　者：赵杰[1] 王桂萱[1] 程翔[1] 

机构地区：[1]大连大学土木工程技术研究与开发中心,辽宁大连116622

出　　处：《水利水电科技进展》2013年第2期73-77,共5页Advances in Science and Technology of Water Resources

基　　金：辽宁省教育厅科学技术研究项目(L2011216);大连市科学技术基金(2010J21DW013)

摘　　要：运用动力时程反应分析方法,利用非线性有限差分软件FLAC3D对某电站取水隧洞与热水回流沟衔接段结构进行抗震分析。针对场地地质特征和回填条件分析结构地震响应,通过编制FLAC3D程序并结合五点公式计算衬砌结构的内力,给出了衬砌内力包络图。数值分析结果表明:在相同的荷载效应组合情况下,温度的改变对内力的影响较为显著,温度荷载不仅显著改变了隧洞和热水回流沟衔接段的内力大小,而且改变了某些部位的内力方向;衔接段采用圆形接口优于采用方形接口。By using the dynamic time-history analysis method, seismic analysis was performed on the joint section between the intake tunnel and the hot-water circumfluence groove for a hydropower station by FLAC3D software. Aiming at the geological characteristics and the backfill condition of the site, analysis of seismic response for the joint section was carried on, and the internal forces of the lining structure were calculated by combining secondary development of FLAC3 D with the five-point formula. Based on it, the internal force envelop diagram for the lining structure was presented. Numerical simulation shows that, under identical load effect combination, the effect of temperature on internal forces is remarkable： the variety on temperature load not only significantly changes the value but also changes the orientations of the internal forces for certain parts. Meanwhile, it can be concluded that the circular interface is superior to the square interface for the joint section.

关 键 词：取水隧洞 热水回流沟 抗震分析 内力包络图 FLAC3D软件 

分 类 号：TV732.3[水利工程—水利水电工程] TV312