考虑相邻结构影响的土-结构动力相互作用研究综述
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摘要
对相邻结构动力相互作用(DCI)的研究历史与现状作了回顾和介绍,将其发展过程分为三个阶段,并对各时期发展的主要内容和特点进行了概述,最后对该领域今后的研究趋势作了分析。
The history and current situation of soil-structure dynamic interaction research considering dynamic cross interaction(DCI)effect were reviewed and introduced.The developing process was divided into three phases.The main content and characteristic were summarized in every period.The prospect of future research trend in this field was also examined.
The history and current situation of soil-structure dynamic interaction research considering dynamic cross interaction(DCI)effect were reviewed and introduced.The developing process was divided into three phases.The main content and characteristic were summarized in every period.The prospect of future research trend in this field was also examined.
引文
[1]Warburton G B,Richardson J D,Webster J J.Forced vibrations of two masses on an elastic half space[J].Journal of Applied Mechanics,Trans-actions ASME,1971,38(1):48-56.
[2]Kobori T,Minai R,Kusakabe K.Dynamic characteristics of soil-structure cross-interaction system[J].Bulletin of the Disaster Prevention Re-search Institute,Kyoto University,1973,13(3):111-151.
[3]Luco J E,Contesse L.Dynamic structure-soil-structure interaction[J].Bulletin of the Seismological Society of America,1973,63(4):1289-1303.
[4]Wong H L,Trifunac M D.Two-dimensional,antiplane,building-soil-building interaction for two or more buildings and for incident plane SH waves[J].Bulletin of the Seismological Society of America,1975,65(6):1863-1885.
[5]Murakami H,Luco J E.Seismic response of a periodic array of structures[J].Journal of Engineering Mechanics,ASCE,1977,103(5):965-977.
[6]Roesset J M,Gonzalez J J.Dynamic interaction between adjacent structures[C]//Dynamic Response and Wave Propagation in Soils.Ed.B Prange,A A.Balkema,Rotterdam,1978:127-166.
[7]Wong H L,Luco J E.Dynamic structure-to-structure interaction for closely spaced building[C]//Proceedings of the Third U.S.National Con-ference on Earthquake Engineering.Columbia,South Carotina,1986:553-564.
[8]Hryniewicz Z.Dynamic response of coupled foundations on layered random medium for out-of-plane motion[J].International Journal of Engineer-ing Science,1993,31(2):221-228.
[9]Karabalis D L,Mohammadi M.3-D foundation-soil-foundation dynamics by frequency domain BEM[C]//Proceedings of the13th Conference on Boundary Element.Istanbul,Turkey,1991:447-456.
[10]Qian J,Beskos D E.Harmonic wave response of two3-D rigid surface foundations[J].Soil Dynamics and Earthquake Engineering,1996,15:95-110.
[11]Qian J,Tham L G,Cheung Y K.Dynamic cross-interaction between flexible surface footings by combined BEM and FEM[J].Earthquake Engi-neering and Structural Dynamics,1996,25(5):509-526.
[12]Betti R.Effect of the dynamic cross-interaction in the seismic analysis of multiple embedded foundations[J].Earthquake Engineering and Struc-tural Dynamics,1997,26(10):1005-1019.
[13]Karabalis D L,Huang C F D.3-D foundation-soil-foundation interaction[C]//Proceedings of the9th International Conference on Boundary Element Technology.Paris,France,1994:197-209.
[14]Karabalis D L,Mohammadi M.3-D dynamic foundation-soil-foundation interaction on layered soil[J].Soil Dynamics and Earthquake Engineer-ing,1998,17:139-152.
[15]Huang C F D.Dynamic soil-foundation and foundation-soil-foundation interaction in3-D[D].Ph.D.Dissertation,Department of Civil Engi-neering,University of South Carolina,Columbia,South Carolina,1993.
[16]Mulliken J S,Karabalis D L.Discrete model for dynamic through-the-soil coupling of3-D foundations and structures[J].Earthquake Engineering and Structural Dynamics,1998,27(7):687-710.
[17]Lin H T,Roesset J M,Tassoulas J L.Dynamic interaction between adjacent foundations[J].Earthquake Engineering and Structural Dynamics,1987,15(3):323-343.
[18]Wang S,Schmid G.Dynamic structure-soil-structure interaction by FEM and BEM[J].Computational Mechanics,1992,9(5):347-357.
[19]扶长生,俞载道.考虑相邻建筑物影响的结构动力性能分析[J].上海力学,1982,3:28-39.
[20]田彼得,俞载道.结构-土-结构相互作用体系的动力分析[J].同济大学学报,1987,15(2):157-168.
[21]周德良,翁智远.弹性半空间中相邻两结构在SH波作用下的动力响应[J].固体力学学报,1992,13(3):244-248.
[22]房营光,孙钧.冲击环境下非线性岩土与相邻多个结构的相互作用[J].地震工程与工程振动,1993,13(2):38-46.
[23]姜忻良,黄艳,丁学成.相邻建筑物-桩基-土相互作用[J].土木工程学报,1995,28(5):32-38.
[24]姜忻良,李忠献,严宗达.子域样条有限元与无限元耦合法分析相邻建筑物的相互作用[J].天津大学学报,1996,29(6):889-895.
[25]姜忻良,严宗达,李忠献.多点输入的相邻结构-地基-土地震反应分析[J].地震工程与工程振动,1997,17(4):65-71.
[26]姜忻良,严宗达,李忠献.考虑地面差动的相邻结构-地基-土相互作用[J].地震工程与工程振动,1997,17(2):67-73.
[27]姜忻良,严宗达.结构-地基-结构相互作用地震反应分析[J].振动工程学报,1998,11(1):31-37.
[28]Celebi M.Seismic responses of two adjacent buildings.PartⅠ:Data and analyses[J].Journal of Structural Engineering,ASCE,1993,119(8):2461-2476.
[29]Celebi M.Seismic responses of two adjacent buildings.PartⅡ:Interaction[J].Journal of Structural Engineering,ASCE,1993,119(8):2477-2492.
[30]Kitada Y,Hirotani T,Michio M.Models test on dynamic structure-structure interaction of nuclear power plant buildings[J].Nuclear Engineering and Design,1999,192(2-3):205-216.
[31]Nakagawa S,Kuno M,Naito Y,et al.Forced vibration tests and simulation analyses of a nuclear reactor building[J].Nuclear Engineering and Design,1998,179(2):145-156.
[32]Xu J,Costantino C,Hofmayer C,et al.Seismic response prediction of NUPEC's field model tests of NPP structures with adjacent building effect[C]//Pressure Vessels and Piping Division(Publication)PVP,ASME,2004,486(PART1):1-11.
[33]Daniel B.Soil structure interaction:Theoretical and experimental results[C]//Pressure Vessels and Piping Division(Publication)PVP,ASME,2006,488:1-6.
[34]窦立军,杨柏坡.高层建筑与相邻多层建筑间的动力相互作用[J].地震工程与工程振动,2000,20(3):15-21.
[35]李占军,邹翠荣,鞠彦忠,等.相邻弹塑性结构-土相互作用的地震反应分析[J].东北电力学院学报,1997,17(1):43-51.
[36]张菁莉,陈国兴.深厚软弱地基上相邻桩箱基础高层建筑地震反应的数值模拟[J].世界地震工程,2003,19(4):99-105.
[37]Yahyai M,Mirtaheri M,Mahoutian M,et al.Soil structure interaction between two adjacent buildings under earthquake load[J].American Jour-nal of Engineering and Applied Sciences,2008,1(2):121-125.
[38]Padrón L A,Aznárez J J,Maeso O.Dynamic structure-soil-structure interaction between nearby piled buildings under seismic excitation by BEM-FEM model[J].Soil Dynamics and Earthquake Engineering,2009,29(6):1084-1096.
[39]Groby J P,Tsogka C,Wirgin A.Simulation of seismic response in a city-like environment[J].Soil Dynamics and Earthquake Engineering,2005,25(7-10):487-504.
[40]Tsogka C,Wirgin A.Simulation of seismic response in an idealized city[J].Soil Dynamics and Earthquake Engineering,2003,23(5):391-402.
[41]Clouteau D,Aubry D.Modifications of the ground motion in dense urban areas[J].Journal of Computational Acoustics,2001,9(4):1659-1675.
[42]Kham M,Semblat J F,Bard P Y.Seismic site-city interaction:Main governing phenomena through simplified numerical models[J].Bulletin of the Seismological Society of America,2006,96(5):1934-1951.
[2]Kobori T,Minai R,Kusakabe K.Dynamic characteristics of soil-structure cross-interaction system[J].Bulletin of the Disaster Prevention Re-search Institute,Kyoto University,1973,13(3):111-151.
[3]Luco J E,Contesse L.Dynamic structure-soil-structure interaction[J].Bulletin of the Seismological Society of America,1973,63(4):1289-1303.
[4]Wong H L,Trifunac M D.Two-dimensional,antiplane,building-soil-building interaction for two or more buildings and for incident plane SH waves[J].Bulletin of the Seismological Society of America,1975,65(6):1863-1885.
[5]Murakami H,Luco J E.Seismic response of a periodic array of structures[J].Journal of Engineering Mechanics,ASCE,1977,103(5):965-977.
[6]Roesset J M,Gonzalez J J.Dynamic interaction between adjacent structures[C]//Dynamic Response and Wave Propagation in Soils.Ed.B Prange,A A.Balkema,Rotterdam,1978:127-166.
[7]Wong H L,Luco J E.Dynamic structure-to-structure interaction for closely spaced building[C]//Proceedings of the Third U.S.National Con-ference on Earthquake Engineering.Columbia,South Carotina,1986:553-564.
[8]Hryniewicz Z.Dynamic response of coupled foundations on layered random medium for out-of-plane motion[J].International Journal of Engineer-ing Science,1993,31(2):221-228.
[9]Karabalis D L,Mohammadi M.3-D foundation-soil-foundation dynamics by frequency domain BEM[C]//Proceedings of the13th Conference on Boundary Element.Istanbul,Turkey,1991:447-456.
[10]Qian J,Beskos D E.Harmonic wave response of two3-D rigid surface foundations[J].Soil Dynamics and Earthquake Engineering,1996,15:95-110.
[11]Qian J,Tham L G,Cheung Y K.Dynamic cross-interaction between flexible surface footings by combined BEM and FEM[J].Earthquake Engi-neering and Structural Dynamics,1996,25(5):509-526.
[12]Betti R.Effect of the dynamic cross-interaction in the seismic analysis of multiple embedded foundations[J].Earthquake Engineering and Struc-tural Dynamics,1997,26(10):1005-1019.
[13]Karabalis D L,Huang C F D.3-D foundation-soil-foundation interaction[C]//Proceedings of the9th International Conference on Boundary Element Technology.Paris,France,1994:197-209.
[14]Karabalis D L,Mohammadi M.3-D dynamic foundation-soil-foundation interaction on layered soil[J].Soil Dynamics and Earthquake Engineer-ing,1998,17:139-152.
[15]Huang C F D.Dynamic soil-foundation and foundation-soil-foundation interaction in3-D[D].Ph.D.Dissertation,Department of Civil Engi-neering,University of South Carolina,Columbia,South Carolina,1993.
[16]Mulliken J S,Karabalis D L.Discrete model for dynamic through-the-soil coupling of3-D foundations and structures[J].Earthquake Engineering and Structural Dynamics,1998,27(7):687-710.
[17]Lin H T,Roesset J M,Tassoulas J L.Dynamic interaction between adjacent foundations[J].Earthquake Engineering and Structural Dynamics,1987,15(3):323-343.
[18]Wang S,Schmid G.Dynamic structure-soil-structure interaction by FEM and BEM[J].Computational Mechanics,1992,9(5):347-357.
[19]扶长生,俞载道.考虑相邻建筑物影响的结构动力性能分析[J].上海力学,1982,3:28-39.
[20]田彼得,俞载道.结构-土-结构相互作用体系的动力分析[J].同济大学学报,1987,15(2):157-168.
[21]周德良,翁智远.弹性半空间中相邻两结构在SH波作用下的动力响应[J].固体力学学报,1992,13(3):244-248.
[22]房营光,孙钧.冲击环境下非线性岩土与相邻多个结构的相互作用[J].地震工程与工程振动,1993,13(2):38-46.
[23]姜忻良,黄艳,丁学成.相邻建筑物-桩基-土相互作用[J].土木工程学报,1995,28(5):32-38.
[24]姜忻良,李忠献,严宗达.子域样条有限元与无限元耦合法分析相邻建筑物的相互作用[J].天津大学学报,1996,29(6):889-895.
[25]姜忻良,严宗达,李忠献.多点输入的相邻结构-地基-土地震反应分析[J].地震工程与工程振动,1997,17(4):65-71.
[26]姜忻良,严宗达,李忠献.考虑地面差动的相邻结构-地基-土相互作用[J].地震工程与工程振动,1997,17(2):67-73.
[27]姜忻良,严宗达.结构-地基-结构相互作用地震反应分析[J].振动工程学报,1998,11(1):31-37.
[28]Celebi M.Seismic responses of two adjacent buildings.PartⅠ:Data and analyses[J].Journal of Structural Engineering,ASCE,1993,119(8):2461-2476.
[29]Celebi M.Seismic responses of two adjacent buildings.PartⅡ:Interaction[J].Journal of Structural Engineering,ASCE,1993,119(8):2477-2492.
[30]Kitada Y,Hirotani T,Michio M.Models test on dynamic structure-structure interaction of nuclear power plant buildings[J].Nuclear Engineering and Design,1999,192(2-3):205-216.
[31]Nakagawa S,Kuno M,Naito Y,et al.Forced vibration tests and simulation analyses of a nuclear reactor building[J].Nuclear Engineering and Design,1998,179(2):145-156.
[32]Xu J,Costantino C,Hofmayer C,et al.Seismic response prediction of NUPEC's field model tests of NPP structures with adjacent building effect[C]//Pressure Vessels and Piping Division(Publication)PVP,ASME,2004,486(PART1):1-11.
[33]Daniel B.Soil structure interaction:Theoretical and experimental results[C]//Pressure Vessels and Piping Division(Publication)PVP,ASME,2006,488:1-6.
[34]窦立军,杨柏坡.高层建筑与相邻多层建筑间的动力相互作用[J].地震工程与工程振动,2000,20(3):15-21.
[35]李占军,邹翠荣,鞠彦忠,等.相邻弹塑性结构-土相互作用的地震反应分析[J].东北电力学院学报,1997,17(1):43-51.
[36]张菁莉,陈国兴.深厚软弱地基上相邻桩箱基础高层建筑地震反应的数值模拟[J].世界地震工程,2003,19(4):99-105.
[37]Yahyai M,Mirtaheri M,Mahoutian M,et al.Soil structure interaction between two adjacent buildings under earthquake load[J].American Jour-nal of Engineering and Applied Sciences,2008,1(2):121-125.
[38]Padrón L A,Aznárez J J,Maeso O.Dynamic structure-soil-structure interaction between nearby piled buildings under seismic excitation by BEM-FEM model[J].Soil Dynamics and Earthquake Engineering,2009,29(6):1084-1096.
[39]Groby J P,Tsogka C,Wirgin A.Simulation of seismic response in a city-like environment[J].Soil Dynamics and Earthquake Engineering,2005,25(7-10):487-504.
[40]Tsogka C,Wirgin A.Simulation of seismic response in an idealized city[J].Soil Dynamics and Earthquake Engineering,2003,23(5):391-402.
[41]Clouteau D,Aubry D.Modifications of the ground motion in dense urban areas[J].Journal of Computational Acoustics,2001,9(4):1659-1675.
[42]Kham M,Semblat J F,Bard P Y.Seismic site-city interaction:Main governing phenomena through simplified numerical models[J].Bulletin of the Seismological Society of America,2006,96(5):1934-1951.
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