地下结构抗震研究现状及展望
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摘要
地下结构的振动特性与地面结构有很大不同,针对于地下结构特点的抗震分析方法日益受到重视,近年来取得了很大的进展。简要总结了原型观测方法的特点及研究现状;详细介绍了理论分析方法的基本原理及主要的实用抗震分析方法;对近些年来地下结构振动模型实验方面取得的成果进行了综述;对地下结构抗震研究方法的未来发展趋势进行了探讨。
There is great difference in the vibration characteristics between the underground structures and the ground-surface buildings.More and more attention is paid to the seismic analysis methods aiming for the undergound structures,and there has been great progress in this field in recent years.The prototype observation methods of the underground structures are briefly summarized,the basic principle of theoretical analysis methods and the main practical seismic analysis methods are introduced in detail,and the achievements of vibration model test in recent years are summarized.Lastly,the future development trend of seismic analysis method for the underground structures is discussed.
There is great difference in the vibration characteristics between the underground structures and the ground-surface buildings.More and more attention is paid to the seismic analysis methods aiming for the undergound structures,and there has been great progress in this field in recent years.The prototype observation methods of the underground structures are briefly summarized,the basic principle of theoretical analysis methods and the main practical seismic analysis methods are introduced in detail,and the achievements of vibration model test in recent years are summarized.Lastly,the future development trend of seismic analysis method for the underground structures is discussed.
引文
[1]林皋.地下结构抗震分析综述(上)[J].世界地震工程,1990,5(2):1-10.
[2]潘昌实.隧道及地下结构物抗震问题的研究概况[J].世界隧道,1996,11(5):7-16.
[3]于翔,陈启亮,赵跃堂,等.地下结构抗震研究方法及现状[J].解放军理工大学学报,2000,1(5):63-69.
[4]郑永来,杨林德,李文艺,等.地下结构抗震[M].上海:同济大学出版社,2005.
[5]林皋.地下结构抗震分析综述(下)[J].世界地震工程,1990,5(3):1-10.
[6]Shukla D K,Rizzo P C,Stephenson D E,et al.Earthquake load analysis of tunnels and shafts[C]//Proceeding of the 7th World Conference onEarthquake Engineering.Michigan,USA:Univ.of Michigan Press,1980:20-28.
[7]金峰,王光纶,贾伟伟.离散元-边界元动力耦合模型在地下结构动力分析中的应用[J].水利学报,2001,32(2):24-28.
[8]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.
[9]Choi J S,Lee J S,KimJ M.Nonlinear earthquake response analysis of2-D underground structure with soil-structure interaction including sepa-ration and sliding at interface[C]//15th ASCE Engineering Mechanics Conference.June 2-5,2002,New York:Columbia University,1-8.
[10]Huo H,Bobet A.Seismic design of cut and cover rectangular tunnels-evaluation of observed behavior of Dakai station during Kobe earthquake[C]//Proceedings of 1st World Forum of Chinese Scholars in Geotechnical Engineering,August20-22,2003,Shanghai:Tongji University,456-466.
[11]毕继红,张鸿,邓芃.基于耦合分析法的地铁隧道抗震研究[J].岩土力学,2003,24(5):800-803.
[12]刘华北,宋二祥.可液化土中地铁结构的地震响应[J]岩土力学,2005,26(3):381-386.
[13]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.
[14]杨超,杨林德,季倩倩.软土地铁车站地震响应数值计算方法的研究[J].地下空间与工程学报,2006,2(1):87-91.
[15]庄海洋,陈国兴,胡晓明.两层双柱岛式地铁车站结构水平向非线性地震反应分析[J].岩石力学与工程学报,2006,25(增1):3074-3079.
[16]庄海洋,程绍革,陈国兴.阪神地震中大开地铁车站震害机制数值仿真分析[J].岩土力学,2008,29(1):245-250.
[17]王国波.软土地铁车站结构三维地震响应计算理论与方法的研究[D].上海:同济大学,2007.
[18]徐志英,施善云.土与地下结构动力相互作用的大型振动台试验与计算[J].岩土工程学报,1993,15(4):1-7.
[19]Iwatate T,Kobayashi Y,Kusu H,et al.Investigation and shaking table tests of subway structures of the Hyogoken-Nanbu eatthquake[C].12WCEE,2000:1043.
[20]宫必宁,赵大鹏.地下结构与土动力相互作用试验研究[J].地下空间,2002,22(4):320-324.
[21]杨林德,季倩倩,郑永来,等.软土地铁车站结构的振动台模型试验[J].现代隧道技术,2003,40(1):7-11.
[22]陶连金,王沛霖,边金.典型地铁车站结构振动台模型试验[J].北京工业大学学报,2006,32(9):798-801.
[23]陈国兴,左熹,庄海洋,等.地铁车站结构大型振动台试验与数值模拟的比较研究[J].地震工程与工程振动,2008,28(1):157-164.
[24]陈国兴,庄海洋,杜修力,等.土-地铁车站动力相互作用的大型振动台模型试验研究[J].地震工程与工程振动,2007,27(2):171-176.
[25]Arurlanandan K.Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems[R].Balkema,Rotterdam,Netherland,1994.
[26]Fishman K L,Mander J B,Richards R,et al.Laboratory study of seismic free-field response of sand[J].Soil Dynamics and Earthquake Engi-neering,1995,14(1):33-43.
[27]Sun L.Centrifuge Modeling and Finite Element Analysis of Pipeline Buried in Liquefiable Soil[D].USA:Columbia University,2001.
[28]Takahashi A,Takemura J.Liquefaction-induced large displacement of pile-supported wharf[J].Soil Dynamics and Earthquake Engineering,2005,25(11):811-825.
[29]陈正发,于玉贞.土工动力离心机模型试验研究进展[J].岩石力学与工程学报,2006,25(增2):4026-4033.
[30]Ling HI,Mohri Y,Kawabata T,et al.Centrifugal modeling of seimic behavior of large diameter pipe in liquefiable soil[J].Journal of Geotech-nical and Geoenvironmental Engineering,2003,129(2):1092-1101.
[31]Lee C J.Centrifuge modeling of the behavior of caisson-type quay walls during earthquakes[J].Soil Dynamics and Earthquake Engineering,2005,25(2):117-130.
[32]Kagawa T,Sato M.Centrifuge simulations of largeK-scale shaking table tests[J].Journal of Geotechnical and Geoenvironmental Engineering,2004,130(7):663-672.
[33]刘晶波,刘祥庆,王宗纲,等.砂土地基-地下结构系统离心机振动台模型试验[C].威海:第十届全国岩石力学与工程学术大会论文集,2008:145-151.
[34]刘晶波,李彬.地铁地下结构抗震分析及设计中的几个关键问题[J].土木工程学报,2006,39(6):106-110.
[35]刘晶波,刘祥庆,杜修力.地下结构抗震理论分析与试验研究的发展展望[J].地震工程与工程振动,2007,27(6):38-45.
[2]潘昌实.隧道及地下结构物抗震问题的研究概况[J].世界隧道,1996,11(5):7-16.
[3]于翔,陈启亮,赵跃堂,等.地下结构抗震研究方法及现状[J].解放军理工大学学报,2000,1(5):63-69.
[4]郑永来,杨林德,李文艺,等.地下结构抗震[M].上海:同济大学出版社,2005.
[5]林皋.地下结构抗震分析综述(下)[J].世界地震工程,1990,5(3):1-10.
[6]Shukla D K,Rizzo P C,Stephenson D E,et al.Earthquake load analysis of tunnels and shafts[C]//Proceeding of the 7th World Conference onEarthquake Engineering.Michigan,USA:Univ.of Michigan Press,1980:20-28.
[7]金峰,王光纶,贾伟伟.离散元-边界元动力耦合模型在地下结构动力分析中的应用[J].水利学报,2001,32(2):24-28.
[8]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.
[9]Choi J S,Lee J S,KimJ M.Nonlinear earthquake response analysis of2-D underground structure with soil-structure interaction including sepa-ration and sliding at interface[C]//15th ASCE Engineering Mechanics Conference.June 2-5,2002,New York:Columbia University,1-8.
[10]Huo H,Bobet A.Seismic design of cut and cover rectangular tunnels-evaluation of observed behavior of Dakai station during Kobe earthquake[C]//Proceedings of 1st World Forum of Chinese Scholars in Geotechnical Engineering,August20-22,2003,Shanghai:Tongji University,456-466.
[11]毕继红,张鸿,邓芃.基于耦合分析法的地铁隧道抗震研究[J].岩土力学,2003,24(5):800-803.
[12]刘华北,宋二祥.可液化土中地铁结构的地震响应[J]岩土力学,2005,26(3):381-386.
[13]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.
[14]杨超,杨林德,季倩倩.软土地铁车站地震响应数值计算方法的研究[J].地下空间与工程学报,2006,2(1):87-91.
[15]庄海洋,陈国兴,胡晓明.两层双柱岛式地铁车站结构水平向非线性地震反应分析[J].岩石力学与工程学报,2006,25(增1):3074-3079.
[16]庄海洋,程绍革,陈国兴.阪神地震中大开地铁车站震害机制数值仿真分析[J].岩土力学,2008,29(1):245-250.
[17]王国波.软土地铁车站结构三维地震响应计算理论与方法的研究[D].上海:同济大学,2007.
[18]徐志英,施善云.土与地下结构动力相互作用的大型振动台试验与计算[J].岩土工程学报,1993,15(4):1-7.
[19]Iwatate T,Kobayashi Y,Kusu H,et al.Investigation and shaking table tests of subway structures of the Hyogoken-Nanbu eatthquake[C].12WCEE,2000:1043.
[20]宫必宁,赵大鹏.地下结构与土动力相互作用试验研究[J].地下空间,2002,22(4):320-324.
[21]杨林德,季倩倩,郑永来,等.软土地铁车站结构的振动台模型试验[J].现代隧道技术,2003,40(1):7-11.
[22]陶连金,王沛霖,边金.典型地铁车站结构振动台模型试验[J].北京工业大学学报,2006,32(9):798-801.
[23]陈国兴,左熹,庄海洋,等.地铁车站结构大型振动台试验与数值模拟的比较研究[J].地震工程与工程振动,2008,28(1):157-164.
[24]陈国兴,庄海洋,杜修力,等.土-地铁车站动力相互作用的大型振动台模型试验研究[J].地震工程与工程振动,2007,27(2):171-176.
[25]Arurlanandan K.Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems[R].Balkema,Rotterdam,Netherland,1994.
[26]Fishman K L,Mander J B,Richards R,et al.Laboratory study of seismic free-field response of sand[J].Soil Dynamics and Earthquake Engi-neering,1995,14(1):33-43.
[27]Sun L.Centrifuge Modeling and Finite Element Analysis of Pipeline Buried in Liquefiable Soil[D].USA:Columbia University,2001.
[28]Takahashi A,Takemura J.Liquefaction-induced large displacement of pile-supported wharf[J].Soil Dynamics and Earthquake Engineering,2005,25(11):811-825.
[29]陈正发,于玉贞.土工动力离心机模型试验研究进展[J].岩石力学与工程学报,2006,25(增2):4026-4033.
[30]Ling HI,Mohri Y,Kawabata T,et al.Centrifugal modeling of seimic behavior of large diameter pipe in liquefiable soil[J].Journal of Geotech-nical and Geoenvironmental Engineering,2003,129(2):1092-1101.
[31]Lee C J.Centrifuge modeling of the behavior of caisson-type quay walls during earthquakes[J].Soil Dynamics and Earthquake Engineering,2005,25(2):117-130.
[32]Kagawa T,Sato M.Centrifuge simulations of largeK-scale shaking table tests[J].Journal of Geotechnical and Geoenvironmental Engineering,2004,130(7):663-672.
[33]刘晶波,刘祥庆,王宗纲,等.砂土地基-地下结构系统离心机振动台模型试验[C].威海:第十届全国岩石力学与工程学术大会论文集,2008:145-151.
[34]刘晶波,李彬.地铁地下结构抗震分析及设计中的几个关键问题[J].土木工程学报,2006,39(6):106-110.
[35]刘晶波,刘祥庆,杜修力.地下结构抗震理论分析与试验研究的发展展望[J].地震工程与工程振动,2007,27(6):38-45.
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