储液罐地震安全问题研究综述
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摘要
储液罐的地震安全问题主要涉及到抗震设防水准的确定和储液罐本身的抗震设计。本文简要介绍了储液罐的震害现象及机理,对比分析了中国、美国、欧洲等国家有关储液罐抗震设防水准,并阐述了国内外学者在储液罐抗震计算方面所做的工作及获得的成果,同时还指出了存在的问题和今后研究工作的发展趋势。
The determination of seismic fortification standards and the anti-seismic design of tanks are two main issues in earthquake safety of liquid storage tanks.In this paper we briefly describe the damage phenomena of the tanks and their mechanism,then compare and analyze the earthquake-proof standards of China,the United States and Europe.After summarizing the current results from Chinese and foreign scholars on the seismic fortification calculation of the liquid storage tank,we point out some existing problems and the development trend in future research.
The determination of seismic fortification standards and the anti-seismic design of tanks are two main issues in earthquake safety of liquid storage tanks.In this paper we briefly describe the damage phenomena of the tanks and their mechanism,then compare and analyze the earthquake-proof standards of China,the United States and Europe.After summarizing the current results from Chinese and foreign scholars on the seismic fortification calculation of the liquid storage tank,we point out some existing problems and the development trend in future research.
引文
曹志远,翟桐,1986.结构-内部流体耦合振动的半解析元法.见:圆柱形储液罐抗震论文集.北京:地震出版社.
陈厚群,王森元,胡晓,朱栗武,1990.外浮顶储液罐抗震试验研究.见:立式储罐抗震.北京:地震出版社.
初大勇,孙建刚,2005.立式浮放储罐地震反应试验研究[硕士学位论文].大庆石油学院.
李长舁,1990.粘性液体储罐模型振动试验.见:立式储罐抗震.北京:地震出版社.
李德笃,沈国光,项忠权,1990.储罐液面的安全超高.见:立式储罐抗震.北京:地震出版社.
李扬,李自力,张艳,2009.中美欧储罐抗震规范中地震作用的比较研究.世界地震工程,25(1):122—130.
刘焕忠,2004.附加质量法在储液罐动力分析中的应用研究[硕士学位论文].清华大学.
秦小勇,2002.储液罐静力与地震动力响应有限元数值分析[硕士学位论文].大连理工大学.
秦延龙,孙纪安,杨庭振,杨玉霞,刘凤岐,徐振贤,1986.三万方浮顶油罐地震反应的模型试验与分析.见:圆柱形储液罐抗震论文集.北京:地震出版社.
沈国光,李德箔,1990.关于粘性波浪.见:立式储罐抗震.北京:地震出版社.
覃柳林,李力,1986.储液罐动力载荷的试验分析.见:圆柱形储液罐抗震论文集.北京:地震出版社.
唐友刚,1996.储液罐翘离实验研究及流-固-土耦合非线性振动分析[博士学位论文].天津大学.
唐友刚,董艳秋,项忠权,田凯强,1997a.储液罐液-固-土耦合非线形翘离振动分析.地震工程与工程振动,17(1):95,101.
唐友刚,张泽盛,李长升,杨春晖,1997b.无锚固储液罐流体速度势及简化模型.水利学报,9:42—47.
王莉莉,2003.季节性冻土影响的储罐地震反应分析[硕士学位论文].大庆石油学院.
韦树莲,覃柳林,梁羽,孙恒智,倪振理,汤卫和,1986a.储液罐野外化爆振动试验报告:敞口罐与浮顶罐的比较.见:圆柱形储液罐抗震论文集.北京:地震出版社.
韦树莲,覃柳林,梁羽,孙恒智,倪振理,汤卫和,1986b.模型储液罐野外屈曲破坏试验.见:圆柱形储液罐抗震论文集.北京:地震出版社.
徐英,杨一凡,朱萍,2005.等球罐和大型储罐.北京:化学工业出版社,176—178.
徐振贤,刘风岐,杨庭振,李宝贵,傅同增,1986.人工地震作用下储液罐模型的动力反应.见:圆柱形储液罐抗震论文集.北京:地震出版社.
周建明,项忠权,1990.储液罐翘离影响的近似计算.见:立式储罐抗震.北京:地震出版社.
周利剑,2003.立式钢制储罐基于损伤性能的抗提离研究[硕士学位论文].大庆石油学院.
中华人民共和国国家标准,1993.构筑物抗震设计规范(GB50191-93).北京:中国标准出版社.
中华人民共和国国家标准,2001.建筑抗震设计规范(GB50011-2001).北京:中国标准出版社.
中华人民共和国行业标准,1999.石油化工钢制设备抗震设计规范(SH3048-1999).北京:中国石化出版社.
中华人民共和国石油化工行业标准,2005.钢制常压立式圆筒形储罐抗震鉴定标准(SHT3026-2005).北京:中国石化出版社.
Ali El-Zeiny,2000.Nonlinear Time-Dependent Seismic Response of Unanchored Liquid Storage Tanks[Ph.Ddissertation]. University of California.
Ali E1-Zeiny,2002. Study of Factors Affecting The Seismic Response of Unanchored Tanks. 15th ASCEEngineering Mechanics Conference June 2-5,2002,Columbia University,New York:1—9.
American Petroleum Institute (API),2007. Welded Storage Tanksfor Oil Storage,API650.
Cambra F.J.,1982. Earthquake Response Considerations of Broad Liquid Storage Tanks. Univ.of Calif,BerkeleyCalif,UCB/EERC-82/07.
European Committee for Standardization,2004. Eurocode 8:Design Provisions for Earthquake Resistance.
Edwards N.W.,1969. A procedure for dynamic analysis of thin walled liquid storage tanks subjected to lateralground motions[Ph.D dissertation]. University of Michigan.
Hwang I.T.,Ting K.,1989. Boundary element method for fluid-structure interaction problems in liquid storage tanks.Journal of Pressure Vessel Technology,Transactions of the ASME,111 (4): 435—440.
Harnoun M.A.,Housner G.W.,1981. Earthquake response of deformable liquid storage tanks. Journal of ApplidedMechanics,Trasactions ASME,48 (2): 411—418.
Haroun Medllat A.,1983. Vibration studies and tests of liquid storage tanks.Earthquake Engineering and StructuralDynamics,1 (2): 179—206.
Hideyuld Tazuke,Satoru Yamaguchi,Kazuo Ishida,Tomoki Sakurai,Hiroshi Akiyama,Toshio Chiba,2002.Seismic proving test of equipment and structures in Thermal Conventional Power Plant. J. Pressure Vessel Technology,124 (5): 133—143.
Hoskins L.M. and Jacobsen L.S.,1934. Water pressure in a tank caused by a simulated earthquake. Bulletion of theSeismological Society of American 24 (January 1934):1—32.
Housner G.W.,1957. Dynamic pressure on accelerated fluid containers. Bull. Seism. Soc. Am.,47 (1): 15—35.
Habenberger J.,2003. Tanks and Its Application Schwarz. Simplified Models for Flexibly Supported Liquid Storageto Eurocode 8,Part 4. 339—348.
Lay Khai Seong,1993. Seismic coupled modeling of axisymmetric tanks containing liquid.Journal of EngineeringMechanics,119 (9): 1747—1761.
Liu Wing Kam,Lam Dennis,1983. Nonlinear analysis of fiquid-filled tank. Journal of Engineering Mechanics,109(6): 1344—1357.
Ralf Peek,1988. Analysis of unanchored liquid storage tanks under lateral loads. Earthquake Engineer and StructureDynamics,16 (7): 1087—1100.
陈厚群,王森元,胡晓,朱栗武,1990.外浮顶储液罐抗震试验研究.见:立式储罐抗震.北京:地震出版社.
初大勇,孙建刚,2005.立式浮放储罐地震反应试验研究[硕士学位论文].大庆石油学院.
李长舁,1990.粘性液体储罐模型振动试验.见:立式储罐抗震.北京:地震出版社.
李德笃,沈国光,项忠权,1990.储罐液面的安全超高.见:立式储罐抗震.北京:地震出版社.
李扬,李自力,张艳,2009.中美欧储罐抗震规范中地震作用的比较研究.世界地震工程,25(1):122—130.
刘焕忠,2004.附加质量法在储液罐动力分析中的应用研究[硕士学位论文].清华大学.
秦小勇,2002.储液罐静力与地震动力响应有限元数值分析[硕士学位论文].大连理工大学.
秦延龙,孙纪安,杨庭振,杨玉霞,刘凤岐,徐振贤,1986.三万方浮顶油罐地震反应的模型试验与分析.见:圆柱形储液罐抗震论文集.北京:地震出版社.
沈国光,李德箔,1990.关于粘性波浪.见:立式储罐抗震.北京:地震出版社.
覃柳林,李力,1986.储液罐动力载荷的试验分析.见:圆柱形储液罐抗震论文集.北京:地震出版社.
唐友刚,1996.储液罐翘离实验研究及流-固-土耦合非线性振动分析[博士学位论文].天津大学.
唐友刚,董艳秋,项忠权,田凯强,1997a.储液罐液-固-土耦合非线形翘离振动分析.地震工程与工程振动,17(1):95,101.
唐友刚,张泽盛,李长升,杨春晖,1997b.无锚固储液罐流体速度势及简化模型.水利学报,9:42—47.
王莉莉,2003.季节性冻土影响的储罐地震反应分析[硕士学位论文].大庆石油学院.
韦树莲,覃柳林,梁羽,孙恒智,倪振理,汤卫和,1986a.储液罐野外化爆振动试验报告:敞口罐与浮顶罐的比较.见:圆柱形储液罐抗震论文集.北京:地震出版社.
韦树莲,覃柳林,梁羽,孙恒智,倪振理,汤卫和,1986b.模型储液罐野外屈曲破坏试验.见:圆柱形储液罐抗震论文集.北京:地震出版社.
徐英,杨一凡,朱萍,2005.等球罐和大型储罐.北京:化学工业出版社,176—178.
徐振贤,刘风岐,杨庭振,李宝贵,傅同增,1986.人工地震作用下储液罐模型的动力反应.见:圆柱形储液罐抗震论文集.北京:地震出版社.
周建明,项忠权,1990.储液罐翘离影响的近似计算.见:立式储罐抗震.北京:地震出版社.
周利剑,2003.立式钢制储罐基于损伤性能的抗提离研究[硕士学位论文].大庆石油学院.
中华人民共和国国家标准,1993.构筑物抗震设计规范(GB50191-93).北京:中国标准出版社.
中华人民共和国国家标准,2001.建筑抗震设计规范(GB50011-2001).北京:中国标准出版社.
中华人民共和国行业标准,1999.石油化工钢制设备抗震设计规范(SH3048-1999).北京:中国石化出版社.
中华人民共和国石油化工行业标准,2005.钢制常压立式圆筒形储罐抗震鉴定标准(SHT3026-2005).北京:中国石化出版社.
Ali El-Zeiny,2000.Nonlinear Time-Dependent Seismic Response of Unanchored Liquid Storage Tanks[Ph.Ddissertation]. University of California.
Ali E1-Zeiny,2002. Study of Factors Affecting The Seismic Response of Unanchored Tanks. 15th ASCEEngineering Mechanics Conference June 2-5,2002,Columbia University,New York:1—9.
American Petroleum Institute (API),2007. Welded Storage Tanksfor Oil Storage,API650.
Cambra F.J.,1982. Earthquake Response Considerations of Broad Liquid Storage Tanks. Univ.of Calif,BerkeleyCalif,UCB/EERC-82/07.
European Committee for Standardization,2004. Eurocode 8:Design Provisions for Earthquake Resistance.
Edwards N.W.,1969. A procedure for dynamic analysis of thin walled liquid storage tanks subjected to lateralground motions[Ph.D dissertation]. University of Michigan.
Hwang I.T.,Ting K.,1989. Boundary element method for fluid-structure interaction problems in liquid storage tanks.Journal of Pressure Vessel Technology,Transactions of the ASME,111 (4): 435—440.
Harnoun M.A.,Housner G.W.,1981. Earthquake response of deformable liquid storage tanks. Journal of ApplidedMechanics,Trasactions ASME,48 (2): 411—418.
Haroun Medllat A.,1983. Vibration studies and tests of liquid storage tanks.Earthquake Engineering and StructuralDynamics,1 (2): 179—206.
Hideyuld Tazuke,Satoru Yamaguchi,Kazuo Ishida,Tomoki Sakurai,Hiroshi Akiyama,Toshio Chiba,2002.Seismic proving test of equipment and structures in Thermal Conventional Power Plant. J. Pressure Vessel Technology,124 (5): 133—143.
Hoskins L.M. and Jacobsen L.S.,1934. Water pressure in a tank caused by a simulated earthquake. Bulletion of theSeismological Society of American 24 (January 1934):1—32.
Housner G.W.,1957. Dynamic pressure on accelerated fluid containers. Bull. Seism. Soc. Am.,47 (1): 15—35.
Habenberger J.,2003. Tanks and Its Application Schwarz. Simplified Models for Flexibly Supported Liquid Storageto Eurocode 8,Part 4. 339—348.
Lay Khai Seong,1993. Seismic coupled modeling of axisymmetric tanks containing liquid.Journal of EngineeringMechanics,119 (9): 1747—1761.
Liu Wing Kam,Lam Dennis,1983. Nonlinear analysis of fiquid-filled tank. Journal of Engineering Mechanics,109(6): 1344—1357.
Ralf Peek,1988. Analysis of unanchored liquid storage tanks under lateral loads. Earthquake Engineer and StructureDynamics,16 (7): 1087—1100.
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