Wang Yonggang, Lv Yingmin, . A Review of Aseismic Research on Liquid Storage Tanks[J]. Oil & Gas Storage and Transportation, 1999, 18(6): 1-7.
Citation: Wang Yonggang, Lv Yingmin, . A Review of Aseismic Research on Liquid Storage Tanks[J]. Oil & Gas Storage and Transportation, 1999, 18(6): 1-7.

A Review of Aseismic Research on Liquid Storage Tanks

More Information
  • Received Date: November 23, 1998
  • Available Online: August 22, 2023
  • This paper reviews various treatments of physical models, computational methods, experimental studies as well as practical application in the aseismic research of liquid storage tanks with emphasis on the evaluation of the foreign achievements. The domestic developments obtained in the last 20 years are summarized and some further research needs are also pointed out.
  • [1]
    Hoskins, L.M. & Jacobsen, L.S. : Water pressure in a tank caused by a simulated earthquake, Bull. Seism. Soc. Am., 1934, 24 1~32. doi: 10.1785/BSSA0240010001
    [2]
    Housner, G.W. : Dynamic pressure on accelerated fluid containers, Bull. Seism. Soc. Am., 1957, 47(1) 15~35. doi: 10.1785/BSSA0470010015
    [3]
    API Standard 650, 6th edition. Rev. 3: Welded steel tanks for oil storage, American Petroleum Institute, Washington DC, 1979.
    [4]
    Edwards, N.W. : A procedure for dynamic analysis of thin walled liquid storage tanks subjected to lateral ground motions, Ph. D Dissertation, University of Michigan, 1969.
    [5]
    Shaaban, S.H. & Nash, W.A. : Finite element analysis of a seismically excited cylindrical storage tank, Ground supported and partially filled with liquid, Report To National Science Foundation, University of Massachusetts, Amherst, Massachusetts, July, 1976.
    [6]
    Balendra, T. Ang, K.K. Paramasivam, P. & Lee, S.L. : Seismic design of flexible cylindrical liquid storage tanks, Earthq. Eng. Struct. Dyn., 1982, 10(3) 477~496. doi: 10.1002/eqe.4290100310
    [7]
    Daysal, H. & Nash, W.A. : Soil structure interaction effects on the seismic behavior of cylindrical liquid storage tanks, Proc. 8th WCEE, San Francisco, Calif., 1984, 5 223~229.
    [8]
    Balendra, T. & Nash, W.A. : Seismic analysis of a cylindrical liquid storage tank with a dome by the finite element method, 80-C2/PVP-74, ASME Century 2 PVP Conf. San Francisco, Calif., 1980.
    [9]
    Wunderlich, W. Springer, H. & Gobel, W. : Discretization and solution techniques for liquid filled shells of revolution under dynamic loading, Proc. IUTAM/IACM Sym. on Discretization Meth. in struct. Mech., Vienna, Austria, 1989, 145~155.
    [10]
    Tani, S. Hori, N. & Yamaguchi, K. : Nonlinear dynamic analysis of cylindrical tanks with imperfect circular section containing liquid. Proc, 8th WCEE, San Francisco, Calif., 1984, 5 247~254.
    [11]
    Veletsos, A.S. : Seismic effects in flexible liquid storage tanks, Proc. 5th WCEE, Rome, Italy, 1974, 1 630~639.
    [12]
    Veletsos, A.S. & Yang, J.Y. : Dynamics of fixed-base liquid storage tanks, US-Japan Seminar for Earthq. Eng. Res. with Emphasis on Lifeline System, Tokyo, Japan, 1976, 317~341.
    [13]
    Haroun, M.A. & Housner, G.W. : Earthquake response of de-formable liquid storage tanks, ASME J. Appl. Mech., 1981, 48(2) 411~418. doi: 10.1115/1.3157631
    [14]
    Haroun, M.A. : Vibration studies and tests of liquid storage tanks, Earthq. Eng. Struct. Dyn, . 1983, 11 179~206. doi: 10.1002/eqe.4290110204
    [15]
    Ousset, Y. Sayhi, M.N. & Marquand, D. : Dynamical analysis of fluid filled containers, Proc. 5th Int. Conf. on Pres. Ves Tech., San Francisco, Calif., 1984, 1 458~468.
    [16]
    Fujita, K. : A seismic response analysis of a cylindrical liquid storage tank, Bull. JSME, 1981, 24(192) 1029~1036. doi: 10.1299/jsme1958.24.1029
    [17]
    Fujita, K. : A seismic response analysis of a cylindrical liquid storage tank including the effect of sloshing, Bull. JSME, 1981, 24(195) 1634~1641. doi: 10.1299/jsme1958.24.1634
    [18]
    Fujita, K. : A seismic response analysis of a cylindrical liquid storage tank including the effect of sloshing(2nd report, analysis baed on energy method), Bull. JSME, 1982, 25(204) 977~985. doi: 10.1299/jsme1958.25.977
    [19]
    Tedesco, J.W. Kostem, C.N. & Kalnins, A. : Free vibration analysis of cylindrical liquid storage tanks, Comput. Struct., 1987, 26(5)957~964.
    [20]
    Tedesco, J.W. Landis, D.W. & Kostem, C.N. : Seismic analysis of cylindrical liquid storagc tanks, Comput. Struct., 1989, 32(5) 1165~1174. doi: 10.1016/0045-7949(89)90416-1
    [21]
    Hwang, I.T. & Ting, K. : Boundary element method for fluid-structure interaction problems in liquid storage tanks, ASME J. Pres. Tech., 1989 111 435~440. doi: 10.1115/1.3265701
    [22]
    Lay, K.S. : Seismic coupled modeling of axisymmetric tanks containing liquid, ASCE J. Eng. Mech., 1993, 119(9) 1747~1761. doi: 10.1061/(ASCE)0733-9399(1993)119:9(1747)
    [23]
    Marchaj, T.J. : Importance of vertical acceleration in the design of liquid containing tanks, Proc. 2nd US National Conf. Eng., Stanford, Calif., 1979, 146~155.
    [24]
    Veletsos, A.S. & Kumar, A. : Dynamic response of vertically excited liquid storage tanks, Proc. 8th WCEE, San Francisco, Calif., 1984, 7 453~460.
    [25]
    Haroun, M.A. & Tayel, M.A. : Axisymmetrical vibrations of tanks-numerical, ASCEJ. Eng. Mech., 1985, 111(3) 329~345. doi: 10.1061/(ASCE)0733-9399(1985)111:3(329)
    [26]
    Haroun, M.A. & Tayel, M.A. : Axisymmetrical vibrations of tanks-analytical, ASCE J. Eng. Mech., 1985, 111 (3)346~358. doi: 10.1061/(ASCE)0733-9399(1985)111:3(346)
    [27]
    Kondo, H. : Axisymmetric free vibration analysis of a circular cylindrical tank, Bull. JSME. 1981, 24(187) 215~221. doi: 10.1299/jsme1958.24.215
    [28]
    Kondo, H. & Yamamoto, Y. : Approximate analysis of naturalfrequencies of a circular cylindrical tank. Bull. JSME. 1983, 26(213) 432~438. doi: 10.1299/jsme1958.26.432
    [29]
    Luft, R.W. : Vertical accelerations in prestressed concrete tanks, ASCE J. Struct. Eng., 1984, 110(4) 706~714. doi: 10.1061/(ASCE)0733-9445(1984)110:4(706)
    [30]
    Sakai, F. Ogawa, H. & Isoe, A. : Horizontal, vertical and rocking fluid-elastic response and design of cylindrical liquid storage tanks, Proc. 8th WCEE, San Francisco, 1984, 5 263~270.
    [31]
    Fujita, K. : A seismic response analysis of a cylindrical liquidstorage tank on an elastic foundation, Bull. JSME, 1982, 25(210) 1977~1984. doi: 10.1299/jsme1958.25.1977
    [32]
    Yamamoto, S. et al: Radiation damping of cylindrical liquid storage tank resting on elastic body, Proc. 8th WCEE, San Francisco, Calif., 1984, 5 231~238.
    [33]
    Fischer, F.D. & Seeber, R. : Dynamic response of vertically excited liquid storage tanks considering liquid-soil interaction, Earthq. Eng. Struct. Dyn., 1988, 16 329~342. doi: 10.1002/eqe.4290160304
    [34]
    Seeber, R. Fischer, F.D. & Rammerstorfer, F.G. : Analysis of a three-dimensional tank-liquid-soil interaction problem, ASME J. Pres. Ves. Tech., 1990, 112 28~33. doi: 10.1115/1.2928582
    [35]
    Veletsos, A.S. & Tang, Y. : Soil-structure interaction effects for laterally excited liquid storage tanks, Earthq. Eng. Struct. Dyn., 1990, 19 473~496. doi: 10.1002/eqe.4290190402
    [36]
    Hori, N. : Effects of soil on the dynamic response of liquid-tank systems, ASME J. Pres. Ves. Tech., 1990, 112 118~123. doi: 10.1115/1.2928596
    [37]
    Rammerstorfer, F.G. Scharf, K. & Fischer, F.D. : Storage tanks under earthquake loading, ASME Appl. Mech. Rev., 1990, 43(11) 261~282. doi: 10.1115/1.3119154
    [38]
    Wozniak, R.S. & Mitchell, W.W. : Basis of seismic design provisions for welded steel oil storage tanks, Proc. Session on Advances in Storage Tank Design, API Refining Dept., Toronto. Canada, 1978, 485~493.
    [39]
    Shin, C.F. & Babcock, C.D. : Buckling of oil storage tanks in SPPL tank farm during the 1979 Imperial Valley earthquake, ASME J. Pres. Ves. Tech., 1987, 109 249~255. doi: 10.1115/1.3264904
    [40]
    Auli, W. Fischer, F.D. & Rammerstorfer, F.G. : Uplifting of earthquake-loaded liquid-filled tanks, Proc. Pres. Ves. Pip. Conf., 1985;ASME PVP 98-7, 71~85.
    [41]
    Peek, R. & Jennings, P.C. : Simplified analysis of unanckored tanks, Earthq. Eng. Struct. Dyn., 1988, 16 1073~1085. doi: 10.1002/eqe.4290160709
    [42]
    Peek, R. : Analysis of unanchored liquid storage tanks under lateral loads, Earthq. Eng. Struct Dyn., 1988, 16 1087~1100. doi: 10.1002/eqe.4290160710
    [43]
    Peek, R. & El-Bkaily, M. : Postbuckling behavior of unancgored steel tanks under lateral loads, ASME J. Pres. Ves. Tech., 1991, 113 423~428. doi: 10.1115/1.2928777
    [44]
    Ma, L. & Nash, W.A. : Nonlinear uplift analysis of a liquid storage tank, Proc. European Conf on Struct. Dyn., EURODRN 90, Bochum, FR Germany, 1990, 1 503~508.
    [45]
    Malhotra, P.K. & Veletsos, A.S. : Beam model for base-uplifing analysis of cylindrical tanks. ASCE J. Struct. Eng., 1994, 120(12) 3471~3488.
    [46]
    Malhotra, P.K. & Veletsos, A.S. : Energy method for base uplifting analysis of liquid-storage tanks, ASME J. Pres. Ves. Tech., 1996, 118 332~335. doi: 10.1115/1.2842196
    [47]
    Malhotra, P.K. : Base uplifting analysis of flexible supported liquid-storage tanks, Earthq. Eng. Struct, Dyn., 1995, 24 1591~1607.
    [48]
    Malhotra, P.K. & Veletsos, A.S. : Uplifting analysis of base plates in cylindrical tanks, ASCE J. Struct. Eng, 1994, 120(12) 3489~3505. doi: 10.1061/(ASCE)0733-9445(1994)120:12(3489)
    [49]
    Lau, D.T. & Zeng, X. : Generation and use of simplified uplift shape functions in unanchored cylindrical tanks, ASME J. Pres. Ves. Tech., 1996, 118 278~286. doi: 10.1115/1.2842190
    [50]
    Clough, D.P. : Experimental evaluation of seismic design methods for broad cylindrical tanks, EERC, University of Calif., Berkeley, Report No. UCB/EERC-77/10, 1977.
    [51]
    Ishida, K. & Kobayashi, N. : An effective method of analyzing rocking motion for unanchored cylindrical tanks including uplift, ASME J. Pres. Ves. Tech., 1988, 110 76~87. doi: 10.1115/1.3265572
    [52]
    Natsiavas, S. : An analytical model for unanchored fluid-filled tanks under base excitation, ASME J. Appl. Mech., 1988, 55 648~653. doi: 10.1115/1.3125843
    [53]
    Natsiavas, S. : Simplified models for the dynamic response of tall unanchored liquid containers, ASME J. Pres. Ves. Tech., 1990, 112 126~131.
    [54]
    Natsiavas, S. & Babcock, C.D. : Buckling at the top of fluid-filled tank during base excitation, ASME J. Pres. Ves. Tech., 1987, 109 374~380. doi: 10.1115/1.3264919
    [55]
    Natsiavas, S. & Babcock, C.D. : Behavior of unanchored fluid-filled tanks subjected to ground excitation, ASME J. Appl. Mech., 1988, 55 654~659. doi: 10.1115/1.3125844
    [56]
    Yi, W. & Natsiavas, S. : Seismic response of unanchored fluid-filled tanks using finite elements, ASME J. Pres. Ves. Tech., 1992, 114 74~79. doi: 10.1115/1.2929015
    [57]
    Natsiavas, S. Begley, C.J. & Peterson, P.J. : On the seismic behavior of unanchored liquid containers, ASME J. Pres. Ves. Tech., 1996, 118 257~264. doi: 10.1115/1.2842188
    [58]
    Shih, C.F. & Babcock, C.D. : Scale model buckling tests of a fluid filled tank under harmonic excitation, 80-C2/PVP-66, ASME Century 2 Pres. ves. Pip. Conf., San Francisco, Calif, 1980.
    [59]
    Zui, H., Shinke, T. & Nishimura, A. : Experimental studies on earthquake response behavior of cylindrical tanks, ASME J Pres. Ves. Tech., 1987, 109 50~57. doi: 10.1115/1.3264855
    [60]
    Barton, D.C. & Parker, J.V. : Finite element analysis of the seismic response of anchored and unanchored liquid storage tanks, Earthq. Eng. Struct. Dyn., 1987, 15 299~322. doi: 10.1002/eqe.4290150303
    [61]
    蔡国琰 曲乃泗 赖国璋: 贮液罐结构水弹性抗震分析, 大连工学院学报, 1979, (3) 86~100。 https://www.cnki.com.cn/Article/CJFDTOTAL-DLLG197903007.htm
    [62]
    仇伟德 蔡强康: 地震作用下刚性旋转壳贮液罐液体的动力响应, 地震工程与工程振动, 1983, 3(1) 72~87。
    [63]
    孟振虎 蔡强康: 储油罐的地震反应分析, 油气储运, 1983, 2(5) 28~42。 https://www.cnki.com.cn/Article/CJFDTOTAL-YQCY198305003.htm
    [64]
    陈冠卿: 垂直地震载荷在液体储罐设计中的重要性——关于"象腿"现象的成因, 油气储运, 1982, 1(4) 24~29。
    [65]
    曹志远  张佑启: 结构和内部流体相互作用问题的半解析方法, 应用数学和力学, 1985, 6(1) 1~8. https://www.cnki.com.cn/Article/CJFDTOTAL-YYSX198501000.htm
    [66]
    甘文水  邬瑞锋 曲乃泗: 地震作用下储液罐的动力和稳定分析, 地震工程与工程振动, 1985, 5(4) 73~79。 https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC198504005.htm
    [67]
    邹道勤 邬瑞锋 曲乃泗: 储液罐在竖向地震作用下的动力、稳定分析, 计算结构力学及其应用, 1988, 5(3) 51~59。 https://www.cnki.com.cn/Article/CJFDTOTAL-JSJG198803006.htm
    [68]
    石油工业部抗震办公室、中国石油化工总公司抗震办公室: 圆柱形储液罐抗震论文集, 地震出版社(北京), 1986。
    [69]
    项忠权  李清林: 立式储罐抗震, 地震出版社(北京), 1990。
    [70]
    周敏: 储液容器非线性动力分析, 清华大学博士学位论文, 1989。
    [71]
    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, 大连理工大学博士学位论文, 1992。
    [72]
    陈世一: 圆柱形储液罐的液-罐-土动态相互作用分析, 石油大学博士学位论文, 1992。
    [73]
    中华人民共和国石油天然气行业标准: 储罐抗震用金属软管和波纹补偿器选用标准, SY/T4073-94, 1994。
    [74]
    张进国 吕英民: 地基下沉作用下储罐与管道连接波纹管的有限元分析, 工程力学(增刊), 1998, 476~480。 https://cpfd.cnki.com.cn/Article/CPFDTOTAL-LXFY199810003091.htm
    [75]
    张进国: 油罐与管道连接波纹管的抗震研究, 石油大学博士学位论文, 1998。
    [76]
    郭骅 秦文欣: 对现行储液罐抗震设计条款的评价和修订建议, 地震工程与工程振动, 1985, 5(1) 78~87。 https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC198501007.htm

Catalog

    Article views PDF downloads Cited by()

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return