大型储罐抗震研究现状与发展综述
摘要
储罐作为重要的石油化工设备,如何保障地震作用下储罐的安全运行,确保人民生命和财产安全是众多学者研究的重要课题。本文首先指出储罐抗震研究的重要意义,然后从简化模型、数值模拟、试验研究以及规范条例等方面对储罐抗震研究进展进行了综述,最后指出了目前储罐抗震研究中存在的问题及发展趋势。今后储罐抗震研究中,应考虑罐体-基础-地基之间的相互作用,要重视罐体的提离破坏机理以及开展相应的试验研究。
引文
[1]方浩,吴昊,王笃国,等.储液罐地震安全问题研究综述[J].震灾防御技术,2012,7(2):144-151.
[2]Housner G W.Dynamic Pressure on Accelerated Fluid Containers[J].Bulletin of the Seismological Society of America,1957,47(1):15-35.
[3]Veletsos A S.Seismic Effects in Flexible Liquid Storage Tanks[C]//Proceedings of the 5th World Conference on Earthquake Engineering,Rome,Italy,1974:630-639.
[4]Veletsos A S,Yang J Y.Dynamics of Fixed Base Liquid Storage Tanks[C]//Proceedings of U.S.-Japan Seminar on Earthquake Engineering Research with Emphasis on Lifeline Systems,Japan Society for Promotion of Earthquake Engineering,Tokyo,Japan,1976:317-341.
[5]Haroun M A.Vibration Studies and Test of Liquid Storage Tanks[J].Earthquake Engineering and Structural Dynamic,1983,11:179-206.
[6]温德超,郑兆昌,孙焕纯.储液罐抗震研究的发展[J].力学进展,1995,25(1):60-76.
[7]Edwards N W.A Procedure for Dynamic Analysis of Thin Walled Liquid Storage Tanks Subjected to Lateral Ground Motions[D].University of Michigan,1969.
[8]Shaaban S H,Nash W A.Finite Element Analysis of A Seismically Excited Cylindrical Storage Tank,Ground Supported and Partially Filled with Liquid[R].Report to National Science Foundation,University of Massachusetts,Amherst,Massachusetts,July,1976.
[9]Balendra T,Ang K K,Paramasivam P,and Lee S L.Seismic Design of Flexible Cylindrical Liquid Storage Tanks[J].Earthquake Engineering and Structure Dynamics,1982,10(3):477-496.
[10]Daysal H,Nash W A.Soil Structure Interaction Effects on the Seismic Behavior of Cylindrical Liquid Storage Tanks[C]//Proc.8th WCEE,San Francisco,Calif.,1984,5:223-229.
[11]Balendra T,Nash W A.Seismic Analysis of a Cylindrical Liquid Storage Tank with A Dome by the Finite Element Method[C]//80-C2/PVP-74,ASME Century 2 PVP Conf.,San Francisco,Calif.,1980.
[12]Barton D C and Parker J V.Finite Element Analysis of the Seismic Response of Anchored and Unanchored Liquid Storage Tanks[J].Earthquake Engineering and Structure Dynamics,1987,15:299-322.
[13]温德超.储液罐提离的实验研究和多重非线性耦合的三维静、动力分析[D].大连:大连理工大学,1992.
[14]秦小勇.储液罐静力与地震动力响应有限元数值分析[D].大连:大连理工大学,2002.
[15]郑天心,王伟,吴灵宇.考虑液体晃动和罐底提离储液罐的研究[J].哈尔滨工业大学学报,2007,39(2):173-176.
[16]王振.立式浮放储罐三维地震反应分析及试验研究[D].哈尔滨:哈尔滨工程大学,2006.
[17]Fujita K.A Seismic Response Analysis of a Cylindrical Liquid Storage Tank on an Elastic Foundation[J].Bull.JSME,1982,25(210):1977-1984.
[18]Fischer F D,Seeber R.Dynamic Response of Vertically Excited Liquid Storage Tanks Considering Liquid-Soil Interaction[J].Earthquake Engineering and Structure Dynamics,1988,16:329-342.
[19]Seeber R,Fischer F D,Rammerstorfer F G.Analysis of a Three-Dimensional Tank-Liquid-Soil Interaction Problem[J].ASME J.Pres.Ves.Tech.,1990,112:28-33.
[20]Hori N.Effects of Soil on the Dynamic Response of Liquid-Tank Systems[J].ASME J.Pres.Ves.Tech.,1990,112:118-123.
[21]Larkin T.Seismic Response of Liquid Storage Tanks Incorporating Soil Structure Interaction[J].Journal of Geotechnical and Geoenvironmental Engineering,2008,134:1804-1814.
[22]Livaoglu R.Investigation of Seismic Behavior of Fluid-Rectangular Tank-Soil/Foundation Systems in Frequency Domain[J].Soil Dynamics and Earthquake Engineering,2008,28:132-146.
[23]王莉莉,孙建刚,朱亚楠.Ⅱ类冻土场地上储罐的地震反应分析[J].大庆石油学院学报,2003,27(3):83-86.
[24]赵晓磊.15万立方米浮放储罐静动力数值分析[D].大庆:大庆石油学院,2009.
[25]刘帅,翁大根,张瑞甫.圆柱形储罐考虑桩土相互作用地震响应的简化分析[J].力学季刊,2013,34(1):161-168.
[26]王向楠,孙建刚,崔利富.考虑桩土-隔震层-罐体相互作用的隔震储罐地震响应分析[J].地震工程与工程振动,2013,33(3):225-231.
[27]周利剑.水平地震激励下立式储罐与地基相互作用动力响应分析[D].哈尔滨:哈尔滨工程大学,2006.
[28]Clough D P.Experimental Evaluation of Seismic Design Methods for Broad Cylindrical Tanks[R].Earthquake Engineering Research Center University of California,Berkeley,Report No UCB/EERC-77/10,1977.
[29]Niwa A,Clough R W.Buckling of Cylindrical Liquid Storage Tanks under Earthquake Loading[J].Earthquake Engineering and Structural Dynamics,1982,10:107-122.
[30]孙建刚.大型立式储罐隔震——理论方式及实验[M].北京:科学出版社,2009.
[31]CEN-EC8.Eurocode 8:Design of Structures for Earthquake Resistance;Part 4:Silos,Tanks and Pipelines;pr EN 1998-4:2003,European Committee for Standardization,Brussels,2003.
[32]Malhotra P K,Wenk T,Wieland M.Simple Procedure for Seismic Analysis of Liquid Storage Tanks[J].Structural Engineering International-Journal of the IABSE,2000,10(3):197-201.
[33]American Petroleum Institute.Welded Steel Tanks for Oil Storage(API 650-2007),ADDENDUM 2:NOVEMBER 2009,Washington,D.C,2007.
[34]Wozniak R S,Mitchell W W.Basis of Seismic Design Provisions for Welded Steel Oil Storage Tanks[C]//American Petroleum Institute,43rd Midyear Meeting,Session on Advances in Storage Tank Design,Toronto,Canada,1978.
[35]SHT 3026—2005钢制常压立式圆筒形储罐抗震鉴定标准[S].
[36]Handam F H.Seismic Behavior of Cylindrical Steel Storage Tanks[J].Journal of Construction Steel Research,2000,53:307-333.
[2]Housner G W.Dynamic Pressure on Accelerated Fluid Containers[J].Bulletin of the Seismological Society of America,1957,47(1):15-35.
[3]Veletsos A S.Seismic Effects in Flexible Liquid Storage Tanks[C]//Proceedings of the 5th World Conference on Earthquake Engineering,Rome,Italy,1974:630-639.
[4]Veletsos A S,Yang J Y.Dynamics of Fixed Base Liquid Storage Tanks[C]//Proceedings of U.S.-Japan Seminar on Earthquake Engineering Research with Emphasis on Lifeline Systems,Japan Society for Promotion of Earthquake Engineering,Tokyo,Japan,1976:317-341.
[5]Haroun M A.Vibration Studies and Test of Liquid Storage Tanks[J].Earthquake Engineering and Structural Dynamic,1983,11:179-206.
[6]温德超,郑兆昌,孙焕纯.储液罐抗震研究的发展[J].力学进展,1995,25(1):60-76.
[7]Edwards N W.A Procedure for Dynamic Analysis of Thin Walled Liquid Storage Tanks Subjected to Lateral Ground Motions[D].University of Michigan,1969.
[8]Shaaban S H,Nash W A.Finite Element Analysis of A Seismically Excited Cylindrical Storage Tank,Ground Supported and Partially Filled with Liquid[R].Report to National Science Foundation,University of Massachusetts,Amherst,Massachusetts,July,1976.
[9]Balendra T,Ang K K,Paramasivam P,and Lee S L.Seismic Design of Flexible Cylindrical Liquid Storage Tanks[J].Earthquake Engineering and Structure Dynamics,1982,10(3):477-496.
[10]Daysal H,Nash W A.Soil Structure Interaction Effects on the Seismic Behavior of Cylindrical Liquid Storage Tanks[C]//Proc.8th WCEE,San Francisco,Calif.,1984,5:223-229.
[11]Balendra T,Nash W A.Seismic Analysis of a Cylindrical Liquid Storage Tank with A Dome by the Finite Element Method[C]//80-C2/PVP-74,ASME Century 2 PVP Conf.,San Francisco,Calif.,1980.
[12]Barton D C and Parker J V.Finite Element Analysis of the Seismic Response of Anchored and Unanchored Liquid Storage Tanks[J].Earthquake Engineering and Structure Dynamics,1987,15:299-322.
[13]温德超.储液罐提离的实验研究和多重非线性耦合的三维静、动力分析[D].大连:大连理工大学,1992.
[14]秦小勇.储液罐静力与地震动力响应有限元数值分析[D].大连:大连理工大学,2002.
[15]郑天心,王伟,吴灵宇.考虑液体晃动和罐底提离储液罐的研究[J].哈尔滨工业大学学报,2007,39(2):173-176.
[16]王振.立式浮放储罐三维地震反应分析及试验研究[D].哈尔滨:哈尔滨工程大学,2006.
[17]Fujita K.A Seismic Response Analysis of a Cylindrical Liquid Storage Tank on an Elastic Foundation[J].Bull.JSME,1982,25(210):1977-1984.
[18]Fischer F D,Seeber R.Dynamic Response of Vertically Excited Liquid Storage Tanks Considering Liquid-Soil Interaction[J].Earthquake Engineering and Structure Dynamics,1988,16:329-342.
[19]Seeber R,Fischer F D,Rammerstorfer F G.Analysis of a Three-Dimensional Tank-Liquid-Soil Interaction Problem[J].ASME J.Pres.Ves.Tech.,1990,112:28-33.
[20]Hori N.Effects of Soil on the Dynamic Response of Liquid-Tank Systems[J].ASME J.Pres.Ves.Tech.,1990,112:118-123.
[21]Larkin T.Seismic Response of Liquid Storage Tanks Incorporating Soil Structure Interaction[J].Journal of Geotechnical and Geoenvironmental Engineering,2008,134:1804-1814.
[22]Livaoglu R.Investigation of Seismic Behavior of Fluid-Rectangular Tank-Soil/Foundation Systems in Frequency Domain[J].Soil Dynamics and Earthquake Engineering,2008,28:132-146.
[23]王莉莉,孙建刚,朱亚楠.Ⅱ类冻土场地上储罐的地震反应分析[J].大庆石油学院学报,2003,27(3):83-86.
[24]赵晓磊.15万立方米浮放储罐静动力数值分析[D].大庆:大庆石油学院,2009.
[25]刘帅,翁大根,张瑞甫.圆柱形储罐考虑桩土相互作用地震响应的简化分析[J].力学季刊,2013,34(1):161-168.
[26]王向楠,孙建刚,崔利富.考虑桩土-隔震层-罐体相互作用的隔震储罐地震响应分析[J].地震工程与工程振动,2013,33(3):225-231.
[27]周利剑.水平地震激励下立式储罐与地基相互作用动力响应分析[D].哈尔滨:哈尔滨工程大学,2006.
[28]Clough D P.Experimental Evaluation of Seismic Design Methods for Broad Cylindrical Tanks[R].Earthquake Engineering Research Center University of California,Berkeley,Report No UCB/EERC-77/10,1977.
[29]Niwa A,Clough R W.Buckling of Cylindrical Liquid Storage Tanks under Earthquake Loading[J].Earthquake Engineering and Structural Dynamics,1982,10:107-122.
[30]孙建刚.大型立式储罐隔震——理论方式及实验[M].北京:科学出版社,2009.
[31]CEN-EC8.Eurocode 8:Design of Structures for Earthquake Resistance;Part 4:Silos,Tanks and Pipelines;pr EN 1998-4:2003,European Committee for Standardization,Brussels,2003.
[32]Malhotra P K,Wenk T,Wieland M.Simple Procedure for Seismic Analysis of Liquid Storage Tanks[J].Structural Engineering International-Journal of the IABSE,2000,10(3):197-201.
[33]American Petroleum Institute.Welded Steel Tanks for Oil Storage(API 650-2007),ADDENDUM 2:NOVEMBER 2009,Washington,D.C,2007.
[34]Wozniak R S,Mitchell W W.Basis of Seismic Design Provisions for Welded Steel Oil Storage Tanks[C]//American Petroleum Institute,43rd Midyear Meeting,Session on Advances in Storage Tank Design,Toronto,Canada,1978.
[35]SHT 3026—2005钢制常压立式圆筒形储罐抗震鉴定标准[S].
[36]Handam F H.Seismic Behavior of Cylindrical Steel Storage Tanks[J].Journal of Construction Steel Research,2000,53:307-333.
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