地下结构横截面抗震设计分析方法综述
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
地下结构抗震是当今地震工程界重要的研究方向,目前国内外学者在地下结构横向地震反应领域提出了多种简化计算方法。在有关理论和方法的基础上,对目前常见的地下结构抗震简化计算方法进行了比较详细的介绍,包括地震系数法、自由场变形法、土-结构相互作用系数法、反应位移法、反应加速度法、地下结构Pushover分析方法等简化方法。根据方法的原理,分析各方法采用的简化假设条件以及误差来源,对常见简化方法进行了初步的比较分析。
Seismic design and analysis of underground structures have been an important field in earthquake engineering.At present,a variety of simplified calculation methods for seismic analysis of underground structure cross-section are improved around the world.Based on the related theories,a comprehensive comparison of common methods is made,including the seismic coefficient method,the free-field racking deformation method,the soil-structure interaction coefficient method,the response deformation method,the response acceleration method and the Pushover analysis method.Sources of error in these methods are analyzed according to the assumptions adopted by these simplified calculation methods,moreover,these approaches are compared preliminarily.
引文
[1]钱七虎.现代城市地下空间开发利用技术及其发展趋势[J].铁道建筑技术,2000,(5):1-6.Qian Qihu.Modern technology of underground space development and utilization in city and its developing trend[J].Railway Construction Technology,2000,(5):1-6.(in Chinese)
    [2]Hamidreza R,Hossein S J.The bam(Iran)earthquake of December26,2003:from an engineering and seismological point of view[J].Journal of Asian Earth Science,2006,27(5):576-584.
    [3]Bhalla S,Yang Y W,Zhao J,et al.Structural health monitoring of underground facilities-technological issues and challenges[J].Tunnelling and Underground Space Technology,2005,20(5):487-500.
    [4]H.Huo,A.Bobet,G.Fernandez,et al.Load transfer mechanisms between underground structure and surrounding ground:evaluation of the failure of the Daikai Station[J].Journal of Geotechnical and Geoenvironmental Engineering,2005,131(12):1522-1533.
    [5]Wang W L,Wang T T,Su J J,et al.Assessment of damage in mountain tunnels due to the Taiwan Chi-Chi Earthquake[J].Tunnelling and Underground Space Technology,2001,16(3):133-150.
    [6]Elnashai A S.Analysis of the damage potential of the Kocaeli(Turkey)earthquake of17August1999[J].Engineering Structures,2000,22(7):746-754.
    [7]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.Liu Jingbo,Li Bin,Liu Xiangqing.A static elasto-plastic analysis method in seismic design of underground structures[J].China Civil Engineering Journal,2007,40(7):68-76.(in Chinese)
    [8]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.Liu Rushan,Hu Shaoqing,Shi Hongbin.Study on seismic loading of pseudo-static approach used in the seismic design of underground structure[J].Chinese Journal of Geotechnical Engineering,2007,29(2):237-242.(in Chinese)
    [9]Hashash Y M A,Hook J J,Schmidt B,et al.Seismic design and analysis of underground structures[J].Tunnelling and Underground Space Technology,2001,16(4):247-293.
    [10]Wang J N.Seismic design of tunnels:a simple state-of-the-art design approach[M].New York:Parsons Brinckerhoff Quade and Douglas Inc.,1993.
    [11]川岛一彦.地下构筑物の耐震设计[M].日本:鹿岛出版会,1994.Kazuhiko Kawashima.Seismic design of underground structures[M].Japan:Kashima Publishing Company,1994.(in Japanese)
    [12]福季耶娃.地震区地下结构支护的计算[M].北京:煤炭出版社,1986.Foti Isinbayeva.The calculation of underground structures in earthquake area[M].Beijing:China Goal Publishing House,1986.(in Chinese)
    [13]Kuesel T R.Earthquake design criteria for subways[J].Journal of the Structural Division Proceedings of the American Society of Civil Engineers,1969,(6):1213-1231.
    [14]刘晶波,刘祥庆,李彬.地下结构抗震分析与设计的Pushover分析方法[J].土木工程学报,2008,41(4):73-80.Liu Jingbo,Liu Xiangqing,Li Bin.A Pushover method for seismic response analysis and design of underground structures[J].China Civil Engineering Journal,2008,41(4):73-80.(in Chinese)
    [15]施仲衡.地下铁道设计与施工[M].西安:陕西科学技术出版社,1997.Shi Zhongheng.Design and construction of metro[M].Xi’an:Shaanxi Science and Technology Press,1997.(in Chinese)
    [16]于翔,陈启亮,赵跃堂,等.地下结构抗震研究方法及其现状[J].解放军理工大学学报,2000,1(5):63-69.Yu Xiang,Chen Qiliang,Zhao Yuetang,et al.The status and methods of antiseismic research of underground structure[J].Journal of PLA University of Science and Technology,2000,1(5):63-69.(in Chinese)
    [17]李彬.地铁地下结构抗震理论分析与应用研究[D].北京:清华大学,2005.Li Bin.Theoretical analysis of seismic response of underground subway structures and its application[D].Beijing:Tsinghua University,2005.(in Chinese)
    [18]刘晶波,李彬,谷音.地铁盾构隧道地震反应分析[J].清华大学学报(自然科学版),2005,45(6):757-760.Liu Jingbo,Li Bin,Gu Yin.Seismic response analysis of shielded subway tunnels[J].Journal of Tsinghua University(Science and Technology),2005,45(6):757-760.(in Chinese)
    [19]李彬,刘晶波,尹骁.双层地铁车站的强地震反应分析[J].地下空间与工程学报,2005,1(5):779-782.Li Bin,Liu Jingbo,Yin Xiao.Seismic response analysis of double-deck subway station[J].Chinese Journal of Underground Space and Engineering,2005,1(5):779-782.(in Chinese)
    [20]刘晶波,刘祥庆,薛颖亮.地下结构抗震分析与设计的Pushover方法适用性研究[J].工程力学,2009,26(1):49-57.Liu Jingbo,Liu Xiangqing,Xue Yingliang.Study on applicability of a Pushover analysis method for seismic analysis and design of underground structures[J].Engineering Mechanics,2009,26(1):49-57.(in Chinese)

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心