地下结构抗震简化分析方法发展及应用
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- 英文论文题名：Development and application of practical methods for seismic analysis of underground structure
- 论文作者：杜修力 ; 许紫刚 ; 许成顺
- 英文论文作者：Du Xiuli ; Xu Zigang ; Xu Chengshun ; Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education ; Beijing University of Technology
- 年：2016
- 作者机构：北京工业大学城市与工程安全减灾教育部重点实验室;
- 论文关键词：地下结构 ; 抗震分析 ; 惯性力—位移法
- 英文论文关键词：underground structure ; seismic analysis ; inertia force-displacement method
- 会议召开时间：2016-09-26
- 会议录名称：中国土木工程学会2016年学术年会论文集
- 语种：中文
- 分类号：TU93
- 学会代码：OGTY
- 会议名称：中国土木工程学会2016年学术年会
- 会议地点：中国北京
- 主办单位：中国土木工程学会
- 学会名称：中国土木工程学会
- 页数：18
- 文件大小：1369k
- 原文格式：O
- 会议级别：全国
摘要
地下结构抗震是当今地震工程领域重要的研究方向之一。迄今,国内外学者已在地下结构抗震研究中提出了多种理论分析方法,包括解析方法、数值分析方法和简化分析方法。本文首先对目前常见的地下结构抗震简化分析方法做了系统的介绍,其中包括地震系数法、自由场变形法、柔度系数法、反应位移法、反应加速度法和Pushover分析方法。针对各简化分析方法的计算模型、关键参数、优缺点以及存在的问题进行了系统评述,在此基础上并结合日本阪神地震中大开地铁车站实际震害特点,提出了一种考虑上覆土体竖向惯性效应的惯性力一位移法。工程实例分析结果表明,本文建议的惯性力一位移法与传统的简化分析方法相比,不仅克服了传统方法不能给出中柱轴力的缺陷外,其他反应量的计算精度也与之基本相当。
Seismic analysis of underground structures has become an important research direction on earthquake engineering.Nowadays,many theoretical analysis methods including analytical methods,numerical methods and practical methods have been presented by domestic and foreign scholars.This paper introduced some common practical methods for seismic analysis of underground structures in detail,including seismic coefficient method,free-field racking deformation method,flexible coefficient method,response deformation method,response acceleration method and Pushover analysis method.A brief review of the calculation models,key parameters,advantages,disadvantages and existing problems for these mentioned methods was presented.This paper proposed a response displacement method for seismic analysis of shallow buried underground structure which consider the vertical inertia force of overlying soil,short for inertia force-displacement method.The analysis results of engineering project show that the inertia force-displacement method overcomes the defect of the classical practical methods which cannot calculate the axial force of the center column,and the other results have a similar calculation accuracy compared with the classical methods.
Seismic analysis of underground structures has become an important research direction on earthquake engineering.Nowadays,many theoretical analysis methods including analytical methods,numerical methods and practical methods have been presented by domestic and foreign scholars.This paper introduced some common practical methods for seismic analysis of underground structures in detail,including seismic coefficient method,free-field racking deformation method,flexible coefficient method,response deformation method,response acceleration method and Pushover analysis method.A brief review of the calculation models,key parameters,advantages,disadvantages and existing problems for these mentioned methods was presented.This paper proposed a response displacement method for seismic analysis of shallow buried underground structure which consider the vertical inertia force of overlying soil,short for inertia force-displacement method.The analysis results of engineering project show that the inertia force-displacement method overcomes the defect of the classical practical methods which cannot calculate the axial force of the center column,and the other results have a similar calculation accuracy compared with the classical methods.
引文
[1]郑永来,杨林德.地下结构震害与抗震对策[J].工程抗震,1999(4):23-28.
[2]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.
[3]Liu H,Song E.Seismic response of large underground structures in liquefiable soils subjected to horizontal and vertical earthquake excitations[J].Computers and Geotechnics,2005,32(4):223-244.
[4]Newmark N M.Problems in wave propagation in soil and rock.Proceedings of the International Symposium on Wave Propagation and Dynamic Properties of Earth Materials,1968.
[5]Kuesel T R.Earthquake design criteria for subways[J].Journal of the Structural Division Proceedings of the American Society of Civil Engineers,1969,95(6):1213-1231.
[6]Choi J S,Lee J S,Kim J M.Nonlinear earthquake response analysis of 2-D underground structures with soil-structure interaction including separation and sliding at interface[C]//15th ASCE Engineering Mechanics Conference.New York:Columbia,2002:1-8.
[7]Huo H,Bobet A.Seismic design of cut and cover rectangular tunnels-evaluation of observed behavior of Dakai station during Kobe earthquake,1995[C]//Proceedings of1st World Forum of Chinese Scholars in Geotechnical Engineering.Shanghai,2003:456-466.
[8]施仲衡.地下铁道设计与施工嗍.西安:陕西科学技术出版社,1997.(Shi Zhongheng.Design and construction of metro[M].Xi'an:Shanxi Science and Technology Press,1997.(in Chinese))
[9]Wang JN.Seismic design of tunnels:A simple state-of-the-art design approach.New York:Parsons Brinckerhoff Quade and Douglas Inc.,1993.
[10]Penzien J.Seismically induced racking of tunnel linings[J].Earthquake engineering structural dynamics,2000,29(5):683-691.
[11]川岛一彦.地下构筑物の耐震设计[M].日本:鹿岛出版会,1994.
[12]片山幾夫,足立正信,嶋田穰,都築富雄,瀬下雄一.地下埋設構造物の実用的な準動的解析手法‘応震度法'の提案[C].土木学会年次学術講演会講演概要集.1985,(40):737.738.
[13]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 elastoplastic analysis method in seismic design of underground structures[J].China Civil Engineering Journal,2007,40(7):68-76.(in Chinese))
[14]Mononobe N.Earthquake proof construction of masonry dams[C]//Proc.World Engineering Conference.1929,9:275.
[15]Okabe S.General theory of earth pressure[J].Journal of the Japanese Society of Civil Engineers,1926,12(1):311.
[16]耿萍,何悦,何川,等.地震系数法隧道上覆土柱的合理计算高度[J].重庆大学学报,2013,36(4):159-164.(Geng Ping,He Yue,He Chuan,et al.Advisable calculation heights of tunnel overlaying soil with earthquake coefficient method[J].Journal of Chongqing University,2013,36(4):159-164.(in Chinese))
[17]何川,耿萍,晏启祥.Ⅳ级围岩铁路隧道抗震计算上覆土柱合理计算高度[J].土木工程学报,2013,46(5):144-150.(He Chuan,Geng Ping,Yan Qixiang.Advisable calculation heights of overburden soil for railway tunnel seismic computation in surrounding rock of classⅣ[J].China Civil Engineering Journal,2013,46(5):144-150.(in Chinese))
[18]耿萍,何川,晏启祥.隧道结构抗震分析方法现状与进展[J].土木工程学报,2013(S1):262-268.(Geng Ping,He Chuan,Yan Qixiang.The current situation and prospect of seismic analysis methods for tunnel structure[J].China Civil Engineering Journal,2013(S1):262-268.(in Chinese))
[19]曹久林,应础斌,张征亮.盾构隧道地震系数法的抗震分析[J].华东公路,2012(2):26-29.
[20]Hashash Y,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.
[21]Ramazi H,Jigheh H S.The Bam(Iran)Earthquake of December 26,2003:From an engineering and seismological point of view[J].Journal of Asian Earth Sciences,2006,27(5):576-584.
[22]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.
[23]GB50909-2014中华人民共和国国家标准.城市轨道交通结构抗震设计规范[S].北京:中国计划出版社,(GB50909-2014 National Standard of the People's Republic of China.Code for seismic design of urban rail transit structures[S].Beijing:China Planning Press,2014.(in Chinese))
[24]李亮,杨晓慧,杜修力.地下结构地震反应计算的改进的反应位移法[J].岩土工程学报,2014,36(7):1360-1364.(Li Liang,Yang Xiaohui,Du Xiuli.Improved response displacement method for evaluating seismic responses of underground structures[J].Chinese Journal of Geotechnical Engineering,2014,36(7):1360-1364.(in Chinese))
[25]宾佳,景立平,崔杰,等.反应位移法中弹簧系数求解方法改进研究[J].地震工程学报,2014,36(3):525-531.(Bin Jia,Jing Liping,Cui Jie,et al.Improvement of spring constant calculation in response displacement method[J].China Earthquake Engineering Journal,2014,36(3):525-531.(in Chinese))
[26]刘晶波,王文晖,赵冬冬,等.地下结构抗震分析的整体式反应位移法[J].岩石力学与工程学报,2013,32(8):1618-1624.(Liu Jingbo,Wang Wenhui,Zhao Dongdong,et al.Integral response deformation method for seismic analysis of underground structure[J].Chinese Journal of Rock Mechanics and Engineering,2013,32(8):1618-1624.(in Chinese))
[27]刘晶波,王文晖,赵冬冬,等.复杂断面地下结构地震反应分析的整体式反应位移法[J].土木工程学报,2014,47(1):134-142.(Liu Jingbo,Wang Wenhui,Zhao Dongdong,et al.Integral response deformation method in seismic analysis of complex section underground structures[J].China Civil Engineering Journal,2014,47(1):134-142.(in Chinese))
[28]刘晶波,王文晖,张小波,等.地下结构横断面地震反应分析的反应位移法研究[J].岩石力学与工程学报,2013,32(1):161-167.(Liu Jingbo,Wang Wenhui,Zhang Xiaobo,et al.Research on response deformation method in seismic analysis of underground structure[J].Chinese Journal of Rock Mechanics and Engineering,2013,32(1):161-167.(in Chinese))
[29]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))
[30]董正方,王君杰.反应加速度法中地震动参数的修正研究[J].现代隧道技术,2014,51(1):32-37.(Dong Zhengfang,Wang Junjie.Research on ground motion parameter correction in the response acceleration method[J].Modern Tunnelling Technology,2014,51(1):32-37.(in Chinese))
[31]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 analysis method for seismic analysis and design of underground structures[J].China Civil Engineering Journal,2008,41(4):73-80.(in Chinese))
[32]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))
[33]杨智勇,黄宏伟,张冬梅,等.盾构隧道抗震分析的静力推覆方法[J].岩土力学,2012,33(5):1381-1388.(Yang Zhiyong,Huang Hongwei,Zhang Dongmei,et al.Pushover method for seismic analysis of shield tunnel[J].Rock and Soil Mechanics,2012,33(5):1381-1388.(in Chinese))
[34]Chen Z Y,Chen W,Zhang W.Seismic Performance Evaluation of Multi-Story Subway Structure Based on Pushover Analysis[C]//Advances in Soil Dynamics and Foundation Engineering.ASCE,2014:444-454.
[35]曹炳政,罗奇峰,马硕,等.神户大开地铁车站的地震反应分析[J].地震工程与工程振动,2002,22(4):102-107.(Cao Bingzheng,Luo Qifeng,Ma Shuo,et al.Seismic response analysis of Dakai subway station in Hyogoken-nanbu earthquake[J].Earthquake Engineering and Engineering Vibration,2002,22(4):102-107(in Chinese))
[36]Uenishi K,Sakurai S.Characteristic of the vertical seismic waves associated with the 1995 Hyogo-ken Nanbu(Kobe),Japan earthquake estimated from the failure of the Daikai Underground Station[J].Earthquake Engineering&Structural Dynamics,2000,29(6):813-821.
[37]杜修力,王刚,路德春.日本阪神地震中大开地铁车站地震破坏机理分析[J].防灾减灾工程学报,2016,36(2):165-171.(Du Xiuli,Wang Gang,Lu Dechun.Earthquake damage mechanism analysis of Dakai metro station by Kobe earthquake[J].Journal of Disaster Prevention and Mitigation Engineering,2016,36(2):165-171(in Chinese))
[38]Nakamura S,Yoshida N,Iwatate T.Damage to Daikai subway station during the1995 Hyogoken-Nambu earthquake and its investigation[J].Japan Society of Civil Engineers,Committee of Earthquake Engineering,1996:287-295.
[39]杜修力.工程波动理论与方法[M].北京:科学出版社,2009.(Du Xiuli.Theories and methods of wave motion for engineering[M].Beijing:Science Press,2009.(in Chinese))
[2]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.
[3]Liu H,Song E.Seismic response of large underground structures in liquefiable soils subjected to horizontal and vertical earthquake excitations[J].Computers and Geotechnics,2005,32(4):223-244.
[4]Newmark N M.Problems in wave propagation in soil and rock.Proceedings of the International Symposium on Wave Propagation and Dynamic Properties of Earth Materials,1968.
[5]Kuesel T R.Earthquake design criteria for subways[J].Journal of the Structural Division Proceedings of the American Society of Civil Engineers,1969,95(6):1213-1231.
[6]Choi J S,Lee J S,Kim J M.Nonlinear earthquake response analysis of 2-D underground structures with soil-structure interaction including separation and sliding at interface[C]//15th ASCE Engineering Mechanics Conference.New York:Columbia,2002:1-8.
[7]Huo H,Bobet A.Seismic design of cut and cover rectangular tunnels-evaluation of observed behavior of Dakai station during Kobe earthquake,1995[C]//Proceedings of1st World Forum of Chinese Scholars in Geotechnical Engineering.Shanghai,2003:456-466.
[8]施仲衡.地下铁道设计与施工嗍.西安:陕西科学技术出版社,1997.(Shi Zhongheng.Design and construction of metro[M].Xi'an:Shanxi Science and Technology Press,1997.(in Chinese))
[9]Wang JN.Seismic design of tunnels:A simple state-of-the-art design approach.New York:Parsons Brinckerhoff Quade and Douglas Inc.,1993.
[10]Penzien J.Seismically induced racking of tunnel linings[J].Earthquake engineering structural dynamics,2000,29(5):683-691.
[11]川岛一彦.地下构筑物の耐震设计[M].日本:鹿岛出版会,1994.
[12]片山幾夫,足立正信,嶋田穰,都築富雄,瀬下雄一.地下埋設構造物の実用的な準動的解析手法‘応震度法'の提案[C].土木学会年次学術講演会講演概要集.1985,(40):737.738.
[13]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 elastoplastic analysis method in seismic design of underground structures[J].China Civil Engineering Journal,2007,40(7):68-76.(in Chinese))
[14]Mononobe N.Earthquake proof construction of masonry dams[C]//Proc.World Engineering Conference.1929,9:275.
[15]Okabe S.General theory of earth pressure[J].Journal of the Japanese Society of Civil Engineers,1926,12(1):311.
[16]耿萍,何悦,何川,等.地震系数法隧道上覆土柱的合理计算高度[J].重庆大学学报,2013,36(4):159-164.(Geng Ping,He Yue,He Chuan,et al.Advisable calculation heights of tunnel overlaying soil with earthquake coefficient method[J].Journal of Chongqing University,2013,36(4):159-164.(in Chinese))
[17]何川,耿萍,晏启祥.Ⅳ级围岩铁路隧道抗震计算上覆土柱合理计算高度[J].土木工程学报,2013,46(5):144-150.(He Chuan,Geng Ping,Yan Qixiang.Advisable calculation heights of overburden soil for railway tunnel seismic computation in surrounding rock of classⅣ[J].China Civil Engineering Journal,2013,46(5):144-150.(in Chinese))
[18]耿萍,何川,晏启祥.隧道结构抗震分析方法现状与进展[J].土木工程学报,2013(S1):262-268.(Geng Ping,He Chuan,Yan Qixiang.The current situation and prospect of seismic analysis methods for tunnel structure[J].China Civil Engineering Journal,2013(S1):262-268.(in Chinese))
[19]曹久林,应础斌,张征亮.盾构隧道地震系数法的抗震分析[J].华东公路,2012(2):26-29.
[20]Hashash Y,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.
[21]Ramazi H,Jigheh H S.The Bam(Iran)Earthquake of December 26,2003:From an engineering and seismological point of view[J].Journal of Asian Earth Sciences,2006,27(5):576-584.
[22]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.
[23]GB50909-2014中华人民共和国国家标准.城市轨道交通结构抗震设计规范[S].北京:中国计划出版社,(GB50909-2014 National Standard of the People's Republic of China.Code for seismic design of urban rail transit structures[S].Beijing:China Planning Press,2014.(in Chinese))
[24]李亮,杨晓慧,杜修力.地下结构地震反应计算的改进的反应位移法[J].岩土工程学报,2014,36(7):1360-1364.(Li Liang,Yang Xiaohui,Du Xiuli.Improved response displacement method for evaluating seismic responses of underground structures[J].Chinese Journal of Geotechnical Engineering,2014,36(7):1360-1364.(in Chinese))
[25]宾佳,景立平,崔杰,等.反应位移法中弹簧系数求解方法改进研究[J].地震工程学报,2014,36(3):525-531.(Bin Jia,Jing Liping,Cui Jie,et al.Improvement of spring constant calculation in response displacement method[J].China Earthquake Engineering Journal,2014,36(3):525-531.(in Chinese))
[26]刘晶波,王文晖,赵冬冬,等.地下结构抗震分析的整体式反应位移法[J].岩石力学与工程学报,2013,32(8):1618-1624.(Liu Jingbo,Wang Wenhui,Zhao Dongdong,et al.Integral response deformation method for seismic analysis of underground structure[J].Chinese Journal of Rock Mechanics and Engineering,2013,32(8):1618-1624.(in Chinese))
[27]刘晶波,王文晖,赵冬冬,等.复杂断面地下结构地震反应分析的整体式反应位移法[J].土木工程学报,2014,47(1):134-142.(Liu Jingbo,Wang Wenhui,Zhao Dongdong,et al.Integral response deformation method in seismic analysis of complex section underground structures[J].China Civil Engineering Journal,2014,47(1):134-142.(in Chinese))
[28]刘晶波,王文晖,张小波,等.地下结构横断面地震反应分析的反应位移法研究[J].岩石力学与工程学报,2013,32(1):161-167.(Liu Jingbo,Wang Wenhui,Zhang Xiaobo,et al.Research on response deformation method in seismic analysis of underground structure[J].Chinese Journal of Rock Mechanics and Engineering,2013,32(1):161-167.(in Chinese))
[29]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))
[30]董正方,王君杰.反应加速度法中地震动参数的修正研究[J].现代隧道技术,2014,51(1):32-37.(Dong Zhengfang,Wang Junjie.Research on ground motion parameter correction in the response acceleration method[J].Modern Tunnelling Technology,2014,51(1):32-37.(in Chinese))
[31]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 analysis method for seismic analysis and design of underground structures[J].China Civil Engineering Journal,2008,41(4):73-80.(in Chinese))
[32]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))
[33]杨智勇,黄宏伟,张冬梅,等.盾构隧道抗震分析的静力推覆方法[J].岩土力学,2012,33(5):1381-1388.(Yang Zhiyong,Huang Hongwei,Zhang Dongmei,et al.Pushover method for seismic analysis of shield tunnel[J].Rock and Soil Mechanics,2012,33(5):1381-1388.(in Chinese))
[34]Chen Z Y,Chen W,Zhang W.Seismic Performance Evaluation of Multi-Story Subway Structure Based on Pushover Analysis[C]//Advances in Soil Dynamics and Foundation Engineering.ASCE,2014:444-454.
[35]曹炳政,罗奇峰,马硕,等.神户大开地铁车站的地震反应分析[J].地震工程与工程振动,2002,22(4):102-107.(Cao Bingzheng,Luo Qifeng,Ma Shuo,et al.Seismic response analysis of Dakai subway station in Hyogoken-nanbu earthquake[J].Earthquake Engineering and Engineering Vibration,2002,22(4):102-107(in Chinese))
[36]Uenishi K,Sakurai S.Characteristic of the vertical seismic waves associated with the 1995 Hyogo-ken Nanbu(Kobe),Japan earthquake estimated from the failure of the Daikai Underground Station[J].Earthquake Engineering&Structural Dynamics,2000,29(6):813-821.
[37]杜修力,王刚,路德春.日本阪神地震中大开地铁车站地震破坏机理分析[J].防灾减灾工程学报,2016,36(2):165-171.(Du Xiuli,Wang Gang,Lu Dechun.Earthquake damage mechanism analysis of Dakai metro station by Kobe earthquake[J].Journal of Disaster Prevention and Mitigation Engineering,2016,36(2):165-171(in Chinese))
[38]Nakamura S,Yoshida N,Iwatate T.Damage to Daikai subway station during the1995 Hyogoken-Nambu earthquake and its investigation[J].Japan Society of Civil Engineers,Committee of Earthquake Engineering,1996:287-295.
[39]杜修力.工程波动理论与方法[M].北京:科学出版社,2009.(Du Xiuli.Theories and methods of wave motion for engineering[M].Beijing:Science Press,2009.(in Chinese))