地下洞室群的拟静力地震响应分析

英文篇名：Pseudo-static Seismic Response Study on Underground Group Caverns
中文刊名：地下空间与工程学报
英文刊名：Chinese Journal of Underground Space and Engineering
作者：李琦 ; 卢晓莉
英文作者：Li Qi ; Lu Xiaoli ; College of Machinery and Engineering ; Taishan University ; Department of Architectural Engineering ; Taishan Polytechnic
中文关键词：地下结构 ; 地震响应 ; 拟静力法 ; 动力分析
英文关键词：underground structure ; seismic response ; pseudo-static method ; dynamic analysis
出版日期：2014-11-15
机构：泰山学院机械与工程学院;泰山职业技术学院建筑工程系;
年：2014
期：S2
出版单位：地下空间与工程学报

摘要

现阶段对于大型地下洞室群的地震响应分析还不完全成熟,各种方法都有其优势和不足。采用基于拟静力分析理论的有限元反应加速度法,结合一维无限元动力反应分析方法建立了岩石地下洞室群动力分析的实用方法。在此基础上,结合民治地下洞室群工程建立有限元分析模型,模拟了地震作用下大型洞室群的动力响应并将分析结果与已有文献进行了比较分析。分析表明,将本文实现的拟静力方法应用于岩石地下结构的抗震分析既满足了操作上的简便性,又能够具有足够的可靠性和较好的计算精度,可以为实际工程的抗震分析和设计提供参考。
All of the seismic research methods for underground structures have their superiority and deficiency.Based on finite element response acceleration approach,combined with the infinite element seismic response methods of One-dimensional Rock Mass,a practical method for dynamic analysis of underground structures is established. On the ground of the former results,combined with the practical engineering-Ming Zhi underground cavern project,an elastic-plastic FEM model is established,a complete seismic analysis of underground structures is simulated and the results are compared with the records in present literature. Finally,we can verify that for the underground structure the pseudo-static method in this paper is reliable and the better simulation precision can be achieved. So this method can offer reference for seismic analysis and design of practical engineering.

引文

[1]Youssef M.A.Hashash,Jeffrey J.Hook.Seismic design and analysis of underground structures[J].Tunnelling and Underground Space Technology,2001,16:247-293.
    [2]潘东旭,陶连金,刘璐.地震作用下层状土中地铁车站变形规律研究[J].地下空间与工程,2013,9(3):552-557.
    [3]Toshihiro Asakora.Damage to Mountain Tunnels in Hazard Area,Special Issue of Soils and Foundation[J].Japanese Geotechnical Society,1996,1:301-310.
    [4]陈健云,胡志强,林皋.超大型地下洞室群的三维地震响应分析[J].岩土工程学报,2001,23(4):494-498.
    [5]张玉敏,杨继华,崔臻.基于拟静力法的地下洞室群地震响应分析[J].地下空间与工程,2013,9(3):518-522.
    [6]Kubo K,Kafagama T,Ohashi A.Present state of lifeline earthquake engineering in Japan[A].Proceeding of Current State of Knowledge of Lifeline Earthquake Engineering Conference[C].ASCE,1997.118-133.
    [7]林皋.地下结构抗震分析综述(上),(下)[J].世界地震工程,1990,1(2-3):1-10.
    [8]刘如山,石宏彬.地下结构横切面抗震计算中拟静力计算方法的研究[J].工程抗震与加固改造,2005,27(增):148-154.
    [9]刘如山,胡少卿,石宏彬.地下结构抗震计算中拟静力法的地震荷载施加方法研究[J].岩土工程学报,2007,29(2):237-242.
    [10]刘晶波,李彬,刘祥庆.地下结构抗震设计中的静力弹塑性分析方法[J].土木工程学报,2007,40(7):68-76.