地铁结构抗震研究中的若干问题
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摘要
地铁是我国大城市解决交通拥挤问题的有效途经.我国是多震国家,但是对于地铁的抗震研究开展得还很不够.我国还没有制定地下结构的抗震规范,地铁结构抗震计算方法还沿用传统的静力理论,因而不能满足地下工程结构发展的需要.所以,开展对地下结构抗震的深入研究己迫在眉捷.对地铁结构抗震问题进行了综述,着重对于波动力学理论及复杂地下结构系统的动力抗震理论的现状进行了分析,并对未来需要解决的问题提出了建议.
Construction of subway is the effective way to solve the problem of traffic jam in big cities in our country.China is a seismic active country,but aseismic study of subway structures in China is unsufficient.China hasn't drawn up aseismic design code,and the design of subway structure is based mainly on traditional static method,which can not meet the need of construction of underground structures at present.Therefore the further thorough aseismic study of subway structures is an urgent work.In this paper a review of this problem is given.The status quo of the wave dynamics method and dynamics method of complex underground structures are analyzed in detail,and the problems in need of further study in the future are proposed.
Construction of subway is the effective way to solve the problem of traffic jam in big cities in our country.China is a seismic active country,but aseismic study of subway structures in China is unsufficient.China hasn't drawn up aseismic design code,and the design of subway structure is based mainly on traditional static method,which can not meet the need of construction of underground structures at present.Therefore the further thorough aseismic study of subway structures is an urgent work.In this paper a review of this problem is given.The status quo of the wave dynamics method and dynamics method of complex underground structures are analyzed in detail,and the problems in need of further study in the future are proposed.
引文
[1]勿拉索夫.俄罗斯地铁建设精要[M].北京:中国铁道出版社,2002
[2]胡聿贤.地震工程学[M].北京:地震出版社,1988
[3]中国赴日地震考察团.日本阪神大地震考察[M].北京:地震出版社,1995
[4]刘钊,佘才高,周振强.地铁工程与施工[M].北京:人民交通出版社,2004
[5]Pao Y H,Mow C C.Dynamic stress concentration in anelastic plate with rigid circular inclusion[M].Proceedingof the 4-th US national congress of applied mechanics.Berkley,California,Pergamon Press,1962,335-345
[6]Mow C C,Mente L J.Dynamic stress and displacementaround cylindrical discontinuities due to plane harmonicshear wave[A].Trans.Of ASME,Dec.1963,J.Ap-plied Mechanics,598-602
[7]Гузь А.Н.,Головчан В.Т.Дифракция упругих во лнв многосвязных те лах[M].Киев:Наукова думка,1972.
[8]Стрельчук Н А,Славин О К,Шапошников В Н.Исследование динамиче-ского напряженногососто-яния тунне льных обде лок при воздействии взрывных волн[A].Стройтельство и Архитектур,а1971,№9,129-136
[9]Sancar S,Pao Y H.Spectral analysis of elastic pulsesback scattered from two cylindrical cavities in a solid[A].Journal of The Acoustical Society of America,1981,69(6):1591-1596
[10]Datta S K.,Wong K C.,Shah A H.Dynamical stressand displacement around cylindrical cavities of arbitraryshapes[A].Journal of Applied Mechanics,ASME,1984,51:798-803
[11]Михайлов А А,Миляев А С.Приб лиженный ана литический матод расчет НДС подземных трубопроводов и сферических резервуаров при волновых нагрузках[A].Расчет на прочность,выпуск,1990,31:194-208
[12]Kattis S E,Beskos D E,Cheng A H D.2D dynamic re-sponse of unlined and lined tunnels in poroelastic soil toharmonic body waves[A].Earthquake Engineering andStructural Dynamics,2003,32(1):97-110
[13]Wang J H.Dynamic stress concentration around ellipticcavities in saturated poroelastic soil under harmonic planewaves[A].Int.J.Solids and Structures,2005,42:4294-4310
[14］Фотиева Н Н. Расчёт крепи подземных сооружений в сейсмических активных районах［M］. Москва: Недра, 1980.
[15］Фотиева Н.Н. Расчёт обделок тоннелей некру-гового попречного сечения［M］. Москва: Стройиздат, 1974.
[16］〓Ержанов Ж С , Айталиев Ш М, Маслнов Ж К. Сейсмонапряженное состояние подземных сооружений в анизатропном слойстом массиве［M］. Алма-Ата: Наука,1980
[17]戚承志,王明洋.长应力波对于深部隧道衬砌的作用[J].世界地震工程,2006,22(2):14-18
[18］〓Рашидов Т.Р. Динамическая теория сейсмостой-кости сложных систем по-дземных сооружений［M］. Ташкент: Фан, 1973
[19］〓Рашидов Т.Р. и другие.Сейсмостойкость тонне-льных конструкций метрополитенов［M］. Москва: Транспорт, 1975
[20］〓Мубараков Я.Н.Сейсмодинамика подземных соору-жений типа оболочек［M］. Ташкент: Фан, 1987
[21]Thomas R.Kuesul.Earthquake Design Criteria ForSubways[A].Journal of the structural division,Pro-ceedings of ASCE,1969,ST6
[22]周德培.地铁抗震设计准则[A].世界隧道,1995,2:36-45
[23]川岛一彦著,地下构筑物の耐震设计[M].鹿岛出版会,1994
[24]The Kansai Chapter of Japan Society of Civil Engineers,Lessons from the Hanshin-Awaji Great Earthquake dis-aster[M].June,1998
[25]Shukla D K,Rizzo P C,Stephenson D E.Earthquakeload analysis of tunnels and shafts[C].Proceeding of theSeventh World Conference on Earthquake Engineering,1980,8:201-208
[26]John C M.St,Zahrah T F.Aseismic design of under-ground structures,Tunneling and Underground SpaceTechnology[A].1987,21:65-197
[27]Wolf John.P.and Chongmin Song,Dynamic-stiffnessmatrix of unbounded soil by finite-element multi-cellcloning[M].Earthquake Engineering and StructuralDynamics,1994,23(1):233-250
[28]Koji Uenish,Shunsulee Sakurai.Characteristic of thevertical seismic waves associated with the 1999 Hyogo-Nanbu(Kobe),Japan earthquake estimated from thefailure of Dakai underground station[A].EarthquakeEngineering and Structural Dynamics,2000,29(6),813-821
[29]钱七虎.防护结构计算原理[M].南京:工程兵工程学院,1981
[30]孙钧,候学渊.地下结构(上、下册)[M].北京:科学出版社,1987
[31]林皋.土一结构动力相互作用[J].世界地震工程,1991,1:4-21
[32]廖振鹏.工程波动理论导引[M].北京:科学出版社,1996
[33]骆文海.高烈度区铁路隧道抗震性能的试验研究,中国土木工程学会防护工程学会第五次学术年会[C],1996.243-255
[34]邵根大.强地震作用下铁路隧道衬砌耐震性的研究[A].铁道部科学研究院特点建筑研究所研究报告,1990
[35]于翔.地下结构抗震研究发展状况[C].第十届隧道及地下工程科技动态报告会,2000
[36]杨茂忠,陈向东,王松涛.土-结构动力相互作用下板柱节点类型对地铁车站抗震的影响[J].工程抗震,2000,(2):36-41
[37]于翔.大断面地下结构抗震研究[C].解放军理工大学工程兵工程学院博士论文,2001
[38]匡志平.地下结构纵向随机地震响应和数值分析[J].同济大学学报,2002,(8):922-926
[2]胡聿贤.地震工程学[M].北京:地震出版社,1988
[3]中国赴日地震考察团.日本阪神大地震考察[M].北京:地震出版社,1995
[4]刘钊,佘才高,周振强.地铁工程与施工[M].北京:人民交通出版社,2004
[5]Pao Y H,Mow C C.Dynamic stress concentration in anelastic plate with rigid circular inclusion[M].Proceedingof the 4-th US national congress of applied mechanics.Berkley,California,Pergamon Press,1962,335-345
[6]Mow C C,Mente L J.Dynamic stress and displacementaround cylindrical discontinuities due to plane harmonicshear wave[A].Trans.Of ASME,Dec.1963,J.Ap-plied Mechanics,598-602
[7]Гузь А.Н.,Головчан В.Т.Дифракция упругих во лнв многосвязных те лах[M].Киев:Наукова думка,1972.
[8]Стрельчук Н А,Славин О К,Шапошников В Н.Исследование динамиче-ского напряженногососто-яния тунне льных обде лок при воздействии взрывных волн[A].Стройтельство и Архитектур,а1971,№9,129-136
[9]Sancar S,Pao Y H.Spectral analysis of elastic pulsesback scattered from two cylindrical cavities in a solid[A].Journal of The Acoustical Society of America,1981,69(6):1591-1596
[10]Datta S K.,Wong K C.,Shah A H.Dynamical stressand displacement around cylindrical cavities of arbitraryshapes[A].Journal of Applied Mechanics,ASME,1984,51:798-803
[11]Михайлов А А,Миляев А С.Приб лиженный ана литический матод расчет НДС подземных трубопроводов и сферических резервуаров при волновых нагрузках[A].Расчет на прочность,выпуск,1990,31:194-208
[12]Kattis S E,Beskos D E,Cheng A H D.2D dynamic re-sponse of unlined and lined tunnels in poroelastic soil toharmonic body waves[A].Earthquake Engineering andStructural Dynamics,2003,32(1):97-110
[13]Wang J H.Dynamic stress concentration around ellipticcavities in saturated poroelastic soil under harmonic planewaves[A].Int.J.Solids and Structures,2005,42:4294-4310
[14］Фотиева Н Н. Расчёт крепи подземных сооружений в сейсмических активных районах［M］. Москва: Недра, 1980.
[15］Фотиева Н.Н. Расчёт обделок тоннелей некру-гового попречного сечения［M］. Москва: Стройиздат, 1974.
[16］〓Ержанов Ж С , Айталиев Ш М, Маслнов Ж К. Сейсмонапряженное состояние подземных сооружений в анизатропном слойстом массиве［M］. Алма-Ата: Наука,1980
[17]戚承志,王明洋.长应力波对于深部隧道衬砌的作用[J].世界地震工程,2006,22(2):14-18
[18］〓Рашидов Т.Р. Динамическая теория сейсмостой-кости сложных систем по-дземных сооружений［M］. Ташкент: Фан, 1973
[19］〓Рашидов Т.Р. и другие.Сейсмостойкость тонне-льных конструкций метрополитенов［M］. Москва: Транспорт, 1975
[20］〓Мубараков Я.Н.Сейсмодинамика подземных соору-жений типа оболочек［M］. Ташкент: Фан, 1987
[21]Thomas R.Kuesul.Earthquake Design Criteria ForSubways[A].Journal of the structural division,Pro-ceedings of ASCE,1969,ST6
[22]周德培.地铁抗震设计准则[A].世界隧道,1995,2:36-45
[23]川岛一彦著,地下构筑物の耐震设计[M].鹿岛出版会,1994
[24]The Kansai Chapter of Japan Society of Civil Engineers,Lessons from the Hanshin-Awaji Great Earthquake dis-aster[M].June,1998
[25]Shukla D K,Rizzo P C,Stephenson D E.Earthquakeload analysis of tunnels and shafts[C].Proceeding of theSeventh World Conference on Earthquake Engineering,1980,8:201-208
[26]John C M.St,Zahrah T F.Aseismic design of under-ground structures,Tunneling and Underground SpaceTechnology[A].1987,21:65-197
[27]Wolf John.P.and Chongmin Song,Dynamic-stiffnessmatrix of unbounded soil by finite-element multi-cellcloning[M].Earthquake Engineering and StructuralDynamics,1994,23(1):233-250
[28]Koji Uenish,Shunsulee Sakurai.Characteristic of thevertical seismic waves associated with the 1999 Hyogo-Nanbu(Kobe),Japan earthquake estimated from thefailure of Dakai underground station[A].EarthquakeEngineering and Structural Dynamics,2000,29(6),813-821
[29]钱七虎.防护结构计算原理[M].南京:工程兵工程学院,1981
[30]孙钧,候学渊.地下结构(上、下册)[M].北京:科学出版社,1987
[31]林皋.土一结构动力相互作用[J].世界地震工程,1991,1:4-21
[32]廖振鹏.工程波动理论导引[M].北京:科学出版社,1996
[33]骆文海.高烈度区铁路隧道抗震性能的试验研究,中国土木工程学会防护工程学会第五次学术年会[C],1996.243-255
[34]邵根大.强地震作用下铁路隧道衬砌耐震性的研究[A].铁道部科学研究院特点建筑研究所研究报告,1990
[35]于翔.地下结构抗震研究发展状况[C].第十届隧道及地下工程科技动态报告会,2000
[36]杨茂忠,陈向东,王松涛.土-结构动力相互作用下板柱节点类型对地铁车站抗震的影响[J].工程抗震,2000,(2):36-41
[37]于翔.大断面地下结构抗震研究[C].解放军理工大学工程兵工程学院博士论文,2001
[38]匡志平.地下结构纵向随机地震响应和数值分析[J].同济大学学报,2002,(8):922-926
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