地下结构横断面地震反应分析的反应位移法研究
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摘要
为研究地下结构横断面地震反应分析中常用的反应位移法的实用性,结合子结构法和土-结构动力相互作用法等理论对反应位移法的基本原理进行验证。介绍目前工程应用及规范规程中反应位移法的具体应用形式,对不同计算模型、地基弹簧系数计算方法进行分析。为比较不同形式反应位移法的有效性,以大开地铁车站地震反应为例,将不同形式反应位移法和土-结构动力相互作用法进行对比分析。结果表明,经典反应位移法更接近土-结构动力相互作用法的计算结果,是一个实用性较高的拟静力计算方法。
In order to study the applicability of the response deformation method in the seismic analysis of the underground structure,the basic principle is verified by the theoretical analysis based on the substructure method and soil-structure dynamic interaction method.The specific application forms used in engineering applications and design criterions are described.Different computing models and soil spring coefficients were analyzed.In order to verify the efficiency of response deformation method with different forms,the methods of response deformation and soil-structure dynamic interaction are applied to calculate the Dakai subway station structure.The numerical results show that the classic response deformation method is more practical.
In order to study the applicability of the response deformation method in the seismic analysis of the underground structure,the basic principle is verified by the theoretical analysis based on the substructure method and soil-structure dynamic interaction method.The specific application forms used in engineering applications and design criterions are described.Different computing models and soil spring coefficients were analyzed.In order to verify the efficiency of response deformation method with different forms,the methods of response deformation and soil-structure dynamic interaction are applied to calculate the Dakai subway station structure.The numerical results show that the classic response deformation method is more practical.
引文
[1]HAMIDREZA R,HOSSEIN S J.The bam(Iran)earthquake ofDecember 26,2003:from an engineering and seismological point ofview[J].Journal of Asian Earth Science,2006,27(5):576–584.
[2]BHALLA S,YANG Y W,ZHAO J,et al.Structural health monitoringof underground facilities-technological issues and challenges[J].Tunnelling and Underground Space Technology,2005,20(5):487–500.
[3]HASHASH Y M A,HOOK J J,SCHMIDT B,et al.Seismic designand analysis of underground structures[J].Tunnelling and UndergroundSpace Technology,2001,16(4):247–293.
[4]WANG J N.Seismic design of tunnels:A simple state-of-the–art designapproach[M].New York:Parsons Brinckerhoff Quade and DouglasInc.,1993:147.
[5]川岛一彦.地下构筑物の耐震设计[M].日本:鹿岛出版会,l994:43–60.
[6]刘晶波,王文晖,赵冬冬.地下结构横截面抗震设计分析方法综述[J].施工技术,2010,39(6):91–95.(LIU Jingbo,WANG Wenhui,ZHAO Dongdong.Review of methods for seismic design and analysisof underground structure cross-section[J].Construction Technology,2010,39(6):91–95.(in Chinese))
[7]刘晶波,王文晖,刘祥庆.地下结构抗震分析方法对比研究[C]//第四届全国防震减灾工程学术研讨会会议论文集.[S.l.]:[s.n.],2009:270–277.(LIU Jingbo,WANG Wenhui,LIU Xiangqing.Comparisonof the common methods in seismic analysis of the undergroundstructure[C]//Proceedings of the Fourth National Conference onEarthquake Disaster Mitigation Engineering.[S.l.]:[s.n.],2009:270–277.(in Chinese))
[8]立石章.应答变位法における地震荷载の作用方法にする研究[C]//日本土木学会论文集.[S.l.]:[s.n.],1992:157–166.
[9]黄茂松,曹杰.隧道地震响应简化分析与动力离心试验验证[J].岩石力学与工程学报,2010,29(2):271–280.(HUANG Maosong,CAO Jie.Simplified analysis of tunnel earthquake response andcentrifuge modelling calibration[J].Chinese Journal of Rock Mechanicsand Engineering,2010,29(2):271–280.(in Chinese))
[10]中华人民共和国国家标准编写组.GB50267—97核电厂抗震设计规范[S].北京:中国计划出版社,1998.(The National StandardsCompilation Group of People s Republic of China.GB 50267—97Code for seismic design of nuclear power plants[S].Beijing:ChinaPlanning Press,1998.(in Chinese))
[11]中华人民共和国国家标准编写组.GB50011—2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.(The National StandardsCompilation Group of People s Republic of China.GB 50011—2010Code for seismic design of buildings[S].Beijing:China Architectureand Building Press,2010.(in Chinese))
[12]中华人民共和国行业标准编写组.DG/TJ08—2009地下铁道建筑结构抗震设计规范[S].上海:[s.n.],2009.(The Professional StandardsCompilation Group of People s Republic of China.DG/TJ08—2009Code for seismic design of subway structures[S].Shanghai:[s.n.],2009.(in Chinese))
[13]中华人民共和国国家标准编写组.城市轨道交通结构抗震设计规范(草案)[S].[S.l.]:[s.n.],2012.(The National Standards CompilationGroup of People s Republic of China.Code for seismic design ofurban rail transit structures(draft)[S].[S.l.]:[s.n.],2012.(in Chinese))
[14]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.(LIURushan,HU Shaoqing,SHI Hongbin.Study on seismic loading ofpseudo-static approach used in the seismic design of undergroundstructure[J].Chinese Journal of Geotechnical Engineering,2007,29(2):237–242.(in Chinese))
[15]刘祥庆,刘晶波.基于纤维模型的拱形断面地铁车站结构弹塑性地震反应时程分析[J].工程力学,2008,25(10):150–157.(LIUXiangqing,LIU Jingbo.Time-history analysis of elastoplastic seismicresponse of a subway station structure with arched cross section basedon fiber model[J].Engineering Mechanics,2008,25(10):150–157.(in Chinese))
[16]刘晶波,吕彦东.结构–地基动力相互作用问题分析的一种直接方法[J].土木工程学报,1998,31(3):55–64.(LIU Jingbo,LU Yandong.A direct method for analysis of dynamic soil-structure interaction[J].China Civil Engineering Journal,1998,31(3):55–64.(in Chinese))
[17]黄胜,陈卫忠,伍国军,等.地下工程抗震分析中地震动输入方法研究[J].岩石力学与工程学报,2010,29(6):1254–1262.(HUANG Sheng,CHEN Weizhong,WU Guojun,et al.Study ofmethod of earthquake input in seismic analysis for undergroundengineering[J].Chinese Journal of Rock Mechanics and Engineering,2010,29(6):1 254–1 262.(in Chinese))
[18]林皋.地下结构抗震分析综述(下)[J].世界地震工程,1990,(3):1–10.(LIN Gao.Review of underground structure seismic analysis(II)[J].World Earthquake Engineering,1990,(3):1–10.(in Chinese))
[19]王振宇.大型结构–地基系统动力反应计算理论及其应用研究[博士学位论文][D].北京:清华大学,2002.(WANGZhenyu.Computationaltheory of dynamic response of large structure-soil systems and itsapplication[Ph.D.Thesis][D].Beijing:Tsinghua University,2002.(inChinese))
[2]BHALLA S,YANG Y W,ZHAO J,et al.Structural health monitoringof underground facilities-technological issues and challenges[J].Tunnelling and Underground Space Technology,2005,20(5):487–500.
[3]HASHASH Y M A,HOOK J J,SCHMIDT B,et al.Seismic designand analysis of underground structures[J].Tunnelling and UndergroundSpace Technology,2001,16(4):247–293.
[4]WANG J N.Seismic design of tunnels:A simple state-of-the–art designapproach[M].New York:Parsons Brinckerhoff Quade and DouglasInc.,1993:147.
[5]川岛一彦.地下构筑物の耐震设计[M].日本:鹿岛出版会,l994:43–60.
[6]刘晶波,王文晖,赵冬冬.地下结构横截面抗震设计分析方法综述[J].施工技术,2010,39(6):91–95.(LIU Jingbo,WANG Wenhui,ZHAO Dongdong.Review of methods for seismic design and analysisof underground structure cross-section[J].Construction Technology,2010,39(6):91–95.(in Chinese))
[7]刘晶波,王文晖,刘祥庆.地下结构抗震分析方法对比研究[C]//第四届全国防震减灾工程学术研讨会会议论文集.[S.l.]:[s.n.],2009:270–277.(LIU Jingbo,WANG Wenhui,LIU Xiangqing.Comparisonof the common methods in seismic analysis of the undergroundstructure[C]//Proceedings of the Fourth National Conference onEarthquake Disaster Mitigation Engineering.[S.l.]:[s.n.],2009:270–277.(in Chinese))
[8]立石章.应答变位法における地震荷载の作用方法にする研究[C]//日本土木学会论文集.[S.l.]:[s.n.],1992:157–166.
[9]黄茂松,曹杰.隧道地震响应简化分析与动力离心试验验证[J].岩石力学与工程学报,2010,29(2):271–280.(HUANG Maosong,CAO Jie.Simplified analysis of tunnel earthquake response andcentrifuge modelling calibration[J].Chinese Journal of Rock Mechanicsand Engineering,2010,29(2):271–280.(in Chinese))
[10]中华人民共和国国家标准编写组.GB50267—97核电厂抗震设计规范[S].北京:中国计划出版社,1998.(The National StandardsCompilation Group of People s Republic of China.GB 50267—97Code for seismic design of nuclear power plants[S].Beijing:ChinaPlanning Press,1998.(in Chinese))
[11]中华人民共和国国家标准编写组.GB50011—2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.(The National StandardsCompilation Group of People s Republic of China.GB 50011—2010Code for seismic design of buildings[S].Beijing:China Architectureand Building Press,2010.(in Chinese))
[12]中华人民共和国行业标准编写组.DG/TJ08—2009地下铁道建筑结构抗震设计规范[S].上海:[s.n.],2009.(The Professional StandardsCompilation Group of People s Republic of China.DG/TJ08—2009Code for seismic design of subway structures[S].Shanghai:[s.n.],2009.(in Chinese))
[13]中华人民共和国国家标准编写组.城市轨道交通结构抗震设计规范(草案)[S].[S.l.]:[s.n.],2012.(The National Standards CompilationGroup of People s Republic of China.Code for seismic design ofurban rail transit structures(draft)[S].[S.l.]:[s.n.],2012.(in Chinese))
[14]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.(LIURushan,HU Shaoqing,SHI Hongbin.Study on seismic loading ofpseudo-static approach used in the seismic design of undergroundstructure[J].Chinese Journal of Geotechnical Engineering,2007,29(2):237–242.(in Chinese))
[15]刘祥庆,刘晶波.基于纤维模型的拱形断面地铁车站结构弹塑性地震反应时程分析[J].工程力学,2008,25(10):150–157.(LIUXiangqing,LIU Jingbo.Time-history analysis of elastoplastic seismicresponse of a subway station structure with arched cross section basedon fiber model[J].Engineering Mechanics,2008,25(10):150–157.(in Chinese))
[16]刘晶波,吕彦东.结构–地基动力相互作用问题分析的一种直接方法[J].土木工程学报,1998,31(3):55–64.(LIU Jingbo,LU Yandong.A direct method for analysis of dynamic soil-structure interaction[J].China Civil Engineering Journal,1998,31(3):55–64.(in Chinese))
[17]黄胜,陈卫忠,伍国军,等.地下工程抗震分析中地震动输入方法研究[J].岩石力学与工程学报,2010,29(6):1254–1262.(HUANG Sheng,CHEN Weizhong,WU Guojun,et al.Study ofmethod of earthquake input in seismic analysis for undergroundengineering[J].Chinese Journal of Rock Mechanics and Engineering,2010,29(6):1 254–1 262.(in Chinese))
[18]林皋.地下结构抗震分析综述(下)[J].世界地震工程,1990,(3):1–10.(LIN Gao.Review of underground structure seismic analysis(II)[J].World Earthquake Engineering,1990,(3):1–10.(in Chinese))
[19]王振宇.大型结构–地基系统动力反应计算理论及其应用研究[博士学位论文][D].北京:清华大学,2002.(WANGZhenyu.Computationaltheory of dynamic response of large structure-soil systems and itsapplication[Ph.D.Thesis][D].Beijing:Tsinghua University,2002.(inChinese))
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