大坝-地基动力相互作用研究中的几个问题
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摘要
随着水利工程发展的需要,大坝-地基动力相互作用问题越来越受到关注。在查阅大量的文献资料的基础上,提出了目前大坝-地基动力相互作用研究中所面临的几个主要问题,对水利工程、地震工程相关领域的深入研究和工程实践具有重要的指导意义。
In the wake of the development of hydro projects,the problem about the dam-foundation dynamic interaction is paid attention to more and more.Based on reading for a great many documentaries and data,some main problems in research on the dam-foundation dynamic interaction at present are put forward.All these have an important guiding significance for researching and practising in the ralated fields of the hydraulic engineering and seismic engineering.
In the wake of the development of hydro projects,the problem about the dam-foundation dynamic interaction is paid attention to more and more.Based on reading for a great many documentaries and data,some main problems in research on the dam-foundation dynamic interaction at present are put forward.All these have an important guiding significance for researching and practising in the ralated fields of the hydraulic engineering and seismic engineering.
引文
[1]Westergaard H M.Water pressures on dams during earthquakes[J].Transactions of ASCE,1933,98:418-433.
[2]杜修力,王进廷.动水压力及其对坝体地震反应影响的研究进展[J].水利学报,2001,32(7):13-21.
[3]Chopra A K.Hydrodynamic pressers on dams during earthquakes[J].Journal of the Engineering Mechanics Division,ASCE,1967,93(EM6):205-223.
[4]Chopra A K.Earthquake behavior of reservoir-dam systems[J].Journal of the Engineering Mechanics Division,ASCE,1968,94(6):1475-1500.
[5]Chakrabarti P,Chopra A K.Earthquake analysis of gravity damsincluding hydrodynamic interaction[J].Earthquake Engineering&Structural Dynamics,1973,2:143-160.
[6]Chakrabarti P,Chopra A K.Hydrodynamic effect in earthquakeresponse of gravity dams[J].Journal of the Engineering Mechan-ics Division,ASCE,1974,100:1211-1224.
[7]Porter C S,Chopra A K.Hydrodynamic effect in dynamic re-sponse of simple arch dams[J].Earthquake Engineering&Struc-tural Dynamics,1982,10(3):417-431.
[8]Hall J F,Chopra A K.Dynamic analysis of arch dams includinghydrodynamic effects[J].Journal of the Engineering MechanicsDivision,ASCE,1983,109(1):149-167.
[9]Selby A,Severn R T.An experimental assessment of add mass ofsome plates vibration in water[J].Earthquake Engineering&Structural Dynamics,1972,1(2):189-200.
[10]Hall J F,Chopra A K.Dynamic response of embankment,con-crete gravity and arch dams including hydrodynamic interactionReport No[R].UCB/EERC-80/39,University of California,Berkeley,CA,1980.
[11]Fenves G,Chopra A K.Effects of reservoir bottom absorptionon earthquake response of gravity dams[J].Earthquake Engi-neering&Structural Dynamics,1983,11(6):809-829.
[12]Fenves G,Chopra A K.Effects of reservoir bottom absorptionand dam-water-foundation rock interaction on frequency responsefunctions for concrete gravity dams[J].Earthquake Engineering&Structural Dynamics,1985,13(1):13-31.
[13]Fok K L,Chopra A K.Earthquake analysis of arch dams includ-ing dam water interaction,reservoir boundary absorption andfoundation flexibility[J].Earthquake Engineering&StructuralDynamics,1986,14(2):155-184.
[14]Fok K L,Chopra A K.Hydrodynamic and foundation flexibilityeffects in earthquake response of arch dams[J].Journal of Struc-tural Engineering,ASCE,1986,112(8):1810-1828.
[15]Medina F,Dominguez J and Tassoulas J L.Response of archdams to earthquakes including effects of sediments[J].Journal ofStructural Engineering,ASCE,1990,116(11):3108-3121.
[16]Maeso O,Dominguez J.Earthquake analysis of arch dam I.Dam-foundation interaction[J].Journal of Engineering Mechan-ics,ASCE,1993,119(3):496-512.
[17]Tan H C,Chopra A K.Earthquake Analysis of arch dams includingdam-water-foundation rock interaction[J].Earthquake Engineer-ing&Structural Dynamics,1995,24(11):1453-1474.
[18]Tan H C,Chopra A K.Dam foundation rock interaction effectsin frequency response function of arch dams[J].Earthquake En-gineering&Structural Dynamics,1995,24(11):1475-1489.
[19]傅作新,陆瑞明.水库的库底条件和挡水结构的动水压力[J].水利学报,1987,14(5):28-34.
[20]Cheng A H D.Effect of sediment on earthquake induced reser-voir hydrodynamic response[J].Journal of Engineering Mechan-ics,ASCE,1986,111(7):654-665.
[21]Bougacha S,Tassoulas J L.Seimic reponse of gravity dams I:Modeling of sediments[J].Journal of Engineering Mechanics,ASCE,1991,117(8):1826-1837.
[22]Bougacha S,Tassoulas J L.Seismic response of gravity damsⅡ:Effects of sediments[J].Journal of Engineering Mechanics,AS-CE,1991,117(8):1839-1850.
[23]Chen B F,Hung T K.Hydrodynamic pressure of water and sedi-ment on rigid dam[J].Journal of Engineering Mechanics,AS-CE,1993,119(7):1411-1433.
[24]Dominguez J,Gallego R,Japon B R.Effects of porous sedimentson seismic response of concrete gravity dams[J].Journal of Engi-neering Mechanics,ASCE,1997,123(4):302-311.
[25]Du X L,Wang J T and Hung T K.Effects of sediment on thedynamic pressure of water and sediment on dams[J].ChineseScience Bulletin,2001,46(7):521-524.
[26]Chopra A K,Perumalswami P R.Dam foundation interactionduring earthquake[A].Proceedings of the 4th World Conferenceon Earthquake Engineering[C].Santiago,Chile,1969.
[27]金峰,张楚汉,王光纶.结构地基相互作用的FE-BE-IBE耦合模型[J].清华大学学报,1993,33(2):17-24.
[28]Yan J Y,Jin F,Zhang C H.A coupling procedure of FE andSBFE for Soil-structure interaction in time domain[J].Interna-tional Journal for Numerical Methods in Engineering,2004,59(11):1453-1471.
[29]Zhang Chuhan,Jin Feng and Pekau O A.Time domain proce-dure of FE-BE-IBE coupling for seismic interaction of archdams and canyons[J].Earthquake Engineering&Structural Dy-namics,1995,24(12):1651-1666.
[30]Chen H,Du X and Hou S.Application of transmitting bound-aries to non-linear dynamic analysis of an arch dam-foundation-reservoir system[A].In:Zhang Ch,Wolf J P,eds.DynamicSoil-Structure Interaction[C].Amsterdam:Elsevier,1998:155-124.
[31]Clough R W.Nonlinear mechanisms in the seismic response ofarch dams[A].Proceedings of the International Research Con-ference on Earthquake Engineering[C].Skopje,Yugoslavia,1980:25-31.
[32]吴健,金峰,张楚汉,等.无限地基辐射阻尼对溪洛渡拱坝地震响应的影响[J].岩土工程学报,2002,24(6):717-719.
[33]Zhang Chuhan,Wang Guanglun and Zhao Chongbin.Seismicwave propagation effects on arch dam response[A].Proceedingsof the 9th World Conference on Earthquake Engineering[C].Tokyo,1988:367-372.
[34]Dominguez J,Maeso O.Model for the seismic analysis of archdams including interaction effects[A].Proceedings of the 10thWorld Conference on Earthquake Engineering[C].Madrid,1992:4601-4606.
[35]Chopra A K,Tan H.Modeling of damfoundation interation inanalysis of dams[A].Proceedings of the 10th World Conferenceon Earthquake Engineering[C].Madrid,1992:4623-4626.
[36]杜修力,陈厚群,侯顺载.拱坝系统三维非线性地震波动分析[J].地震工程与工程振动,1996,16(3):39-47.
[37]李建波,陈健云,林皋.求解非均匀无限地基相互作用力的有限时域阻尼抽取法[J].岩土工程学报,2004,26(2):263-267.
[38]吴健,金峰,徐艳杰.考虑辐射阻尼的拱坝随机振动分析[J].水利学报,2005,36(1):110-115.
[39]陈健云,林皋.多点输入随机地震动拱坝-地基体系反应分析[J].世界地震工程,2000,16(3):40-43.
[40]田景元,刘汉龙,陈国兴,等.土石坝二维多点输入地震反应分析[J].岩土力学,2004,25(1):99-104.
[41]吕西林,陈跃庆,陈波,等.结构-地基动力相互作用体系振动台模型试验研究[J].地震工程与工程振动,2000,20(4):20-29.
[42]陈跃庆,吕西林,黄炜.结构-地基相互作用振动台试验中土体边界条件的模拟方法[J].结构工程师,2000,(3):25-30.
[43]李德玉,王海波,涂劲,等.拱坝坝体-地基动力相互作用的振动台动力模型试验研究[J].水利学报,2003,34(7):30-35.
[2]杜修力,王进廷.动水压力及其对坝体地震反应影响的研究进展[J].水利学报,2001,32(7):13-21.
[3]Chopra A K.Hydrodynamic pressers on dams during earthquakes[J].Journal of the Engineering Mechanics Division,ASCE,1967,93(EM6):205-223.
[4]Chopra A K.Earthquake behavior of reservoir-dam systems[J].Journal of the Engineering Mechanics Division,ASCE,1968,94(6):1475-1500.
[5]Chakrabarti P,Chopra A K.Earthquake analysis of gravity damsincluding hydrodynamic interaction[J].Earthquake Engineering&Structural Dynamics,1973,2:143-160.
[6]Chakrabarti P,Chopra A K.Hydrodynamic effect in earthquakeresponse of gravity dams[J].Journal of the Engineering Mechan-ics Division,ASCE,1974,100:1211-1224.
[7]Porter C S,Chopra A K.Hydrodynamic effect in dynamic re-sponse of simple arch dams[J].Earthquake Engineering&Struc-tural Dynamics,1982,10(3):417-431.
[8]Hall J F,Chopra A K.Dynamic analysis of arch dams includinghydrodynamic effects[J].Journal of the Engineering MechanicsDivision,ASCE,1983,109(1):149-167.
[9]Selby A,Severn R T.An experimental assessment of add mass ofsome plates vibration in water[J].Earthquake Engineering&Structural Dynamics,1972,1(2):189-200.
[10]Hall J F,Chopra A K.Dynamic response of embankment,con-crete gravity and arch dams including hydrodynamic interactionReport No[R].UCB/EERC-80/39,University of California,Berkeley,CA,1980.
[11]Fenves G,Chopra A K.Effects of reservoir bottom absorptionon earthquake response of gravity dams[J].Earthquake Engi-neering&Structural Dynamics,1983,11(6):809-829.
[12]Fenves G,Chopra A K.Effects of reservoir bottom absorptionand dam-water-foundation rock interaction on frequency responsefunctions for concrete gravity dams[J].Earthquake Engineering&Structural Dynamics,1985,13(1):13-31.
[13]Fok K L,Chopra A K.Earthquake analysis of arch dams includ-ing dam water interaction,reservoir boundary absorption andfoundation flexibility[J].Earthquake Engineering&StructuralDynamics,1986,14(2):155-184.
[14]Fok K L,Chopra A K.Hydrodynamic and foundation flexibilityeffects in earthquake response of arch dams[J].Journal of Struc-tural Engineering,ASCE,1986,112(8):1810-1828.
[15]Medina F,Dominguez J and Tassoulas J L.Response of archdams to earthquakes including effects of sediments[J].Journal ofStructural Engineering,ASCE,1990,116(11):3108-3121.
[16]Maeso O,Dominguez J.Earthquake analysis of arch dam I.Dam-foundation interaction[J].Journal of Engineering Mechan-ics,ASCE,1993,119(3):496-512.
[17]Tan H C,Chopra A K.Earthquake Analysis of arch dams includingdam-water-foundation rock interaction[J].Earthquake Engineer-ing&Structural Dynamics,1995,24(11):1453-1474.
[18]Tan H C,Chopra A K.Dam foundation rock interaction effectsin frequency response function of arch dams[J].Earthquake En-gineering&Structural Dynamics,1995,24(11):1475-1489.
[19]傅作新,陆瑞明.水库的库底条件和挡水结构的动水压力[J].水利学报,1987,14(5):28-34.
[20]Cheng A H D.Effect of sediment on earthquake induced reser-voir hydrodynamic response[J].Journal of Engineering Mechan-ics,ASCE,1986,111(7):654-665.
[21]Bougacha S,Tassoulas J L.Seimic reponse of gravity dams I:Modeling of sediments[J].Journal of Engineering Mechanics,ASCE,1991,117(8):1826-1837.
[22]Bougacha S,Tassoulas J L.Seismic response of gravity damsⅡ:Effects of sediments[J].Journal of Engineering Mechanics,AS-CE,1991,117(8):1839-1850.
[23]Chen B F,Hung T K.Hydrodynamic pressure of water and sedi-ment on rigid dam[J].Journal of Engineering Mechanics,AS-CE,1993,119(7):1411-1433.
[24]Dominguez J,Gallego R,Japon B R.Effects of porous sedimentson seismic response of concrete gravity dams[J].Journal of Engi-neering Mechanics,ASCE,1997,123(4):302-311.
[25]Du X L,Wang J T and Hung T K.Effects of sediment on thedynamic pressure of water and sediment on dams[J].ChineseScience Bulletin,2001,46(7):521-524.
[26]Chopra A K,Perumalswami P R.Dam foundation interactionduring earthquake[A].Proceedings of the 4th World Conferenceon Earthquake Engineering[C].Santiago,Chile,1969.
[27]金峰,张楚汉,王光纶.结构地基相互作用的FE-BE-IBE耦合模型[J].清华大学学报,1993,33(2):17-24.
[28]Yan J Y,Jin F,Zhang C H.A coupling procedure of FE andSBFE for Soil-structure interaction in time domain[J].Interna-tional Journal for Numerical Methods in Engineering,2004,59(11):1453-1471.
[29]Zhang Chuhan,Jin Feng and Pekau O A.Time domain proce-dure of FE-BE-IBE coupling for seismic interaction of archdams and canyons[J].Earthquake Engineering&Structural Dy-namics,1995,24(12):1651-1666.
[30]Chen H,Du X and Hou S.Application of transmitting bound-aries to non-linear dynamic analysis of an arch dam-foundation-reservoir system[A].In:Zhang Ch,Wolf J P,eds.DynamicSoil-Structure Interaction[C].Amsterdam:Elsevier,1998:155-124.
[31]Clough R W.Nonlinear mechanisms in the seismic response ofarch dams[A].Proceedings of the International Research Con-ference on Earthquake Engineering[C].Skopje,Yugoslavia,1980:25-31.
[32]吴健,金峰,张楚汉,等.无限地基辐射阻尼对溪洛渡拱坝地震响应的影响[J].岩土工程学报,2002,24(6):717-719.
[33]Zhang Chuhan,Wang Guanglun and Zhao Chongbin.Seismicwave propagation effects on arch dam response[A].Proceedingsof the 9th World Conference on Earthquake Engineering[C].Tokyo,1988:367-372.
[34]Dominguez J,Maeso O.Model for the seismic analysis of archdams including interaction effects[A].Proceedings of the 10thWorld Conference on Earthquake Engineering[C].Madrid,1992:4601-4606.
[35]Chopra A K,Tan H.Modeling of damfoundation interation inanalysis of dams[A].Proceedings of the 10th World Conferenceon Earthquake Engineering[C].Madrid,1992:4623-4626.
[36]杜修力,陈厚群,侯顺载.拱坝系统三维非线性地震波动分析[J].地震工程与工程振动,1996,16(3):39-47.
[37]李建波,陈健云,林皋.求解非均匀无限地基相互作用力的有限时域阻尼抽取法[J].岩土工程学报,2004,26(2):263-267.
[38]吴健,金峰,徐艳杰.考虑辐射阻尼的拱坝随机振动分析[J].水利学报,2005,36(1):110-115.
[39]陈健云,林皋.多点输入随机地震动拱坝-地基体系反应分析[J].世界地震工程,2000,16(3):40-43.
[40]田景元,刘汉龙,陈国兴,等.土石坝二维多点输入地震反应分析[J].岩土力学,2004,25(1):99-104.
[41]吕西林,陈跃庆,陈波,等.结构-地基动力相互作用体系振动台模型试验研究[J].地震工程与工程振动,2000,20(4):20-29.
[42]陈跃庆,吕西林,黄炜.结构-地基相互作用振动台试验中土体边界条件的模拟方法[J].结构工程师,2000,(3):25-30.
[43]李德玉,王海波,涂劲,等.拱坝坝体-地基动力相互作用的振动台动力模型试验研究[J].水利学报,2003,34(7):30-35.
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