[1] 胡聿贤. 地震工程学[M]. 北京: 地震出版社, 2006. Hu Yuxian. Earthquake engineering[M]. Beijing: Seismological Press, 2006.
[2] 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. Jiang Xinliang, Huang Yan, Ding Xuecheng. The interaction of neigh-boring building-pile-soil[J]. China Civil Engineering Journal, 1995, 28 (5): 32-38.
[3] 姜忻良, 严宗达, 武志金. 相邻结构-地基-土相互作用的分支模态使 用研究[J]. 地震工程与工程振动, 1998, 18(3): 8-13. Jiang Xinliang, Yan Zongda, Wu Zhijin.Research on practical method of branched mode for neighboring structure-foundation-soil interaction system[J]. Earthquake Engineering and Engineering Vibration, 1998, 18 (3): 8-13.
[4] Bard P Y, Chazelas J L, Guéguen Ph, et al. Site-city interaction[M]//As-sessing and Managing Earthquake Risk. Netherlands: Springer 2006: 91-114.
[5] 中华人民共和国住房和城乡建设部, 中华人民共和国国家质量监督 检验检疫总局. GB 50011—2010 建筑抗震设计规范[S]. 北京: 中国建 筑工业出版社, 2010. Ministry of Housing and Urban-Rural Development of the People's Re-public of China, General Administration of Quality Supervision, Inspec-tion and Quarantine of the People's Republic of China. GB 50011— 2010 Code for seismic design of buildings[S]. Beijing: China Architec-ture and Building Press, 2010.
[6] Reissner E. Stationäre axialsymmetrische durch eine schüttelnde masse erregte schwingungen eines homogenen elastischen halbraumes[J]. Inge-nieur-Archiv, 1936, 7(6): 381-396.
[7] 门玉明, 黄义. 土-结构动力相互作用问题的研究现状及展望[J]. 力学 与实践, 2000, 22(4): 1-7. Men Yuming, Huang Yi. A review on dynamic soil-structure interac-tion research[J]. Mechanics in Engineering, 2000, 22(4): 1-7.
[8] 蒋建国, 周绪红, 邹银生, 等. 土-结构动力相互作用研究的发展历程 及展望[J]. 岩土工程界, 2001, 4(6): 47-49. Jiang Jianguo, Zhou Xuhong, Zou Yinsheng, et al. Development and prospect of soil-structure dynamic interaction[J]. Geotenical Engineer-ing World, 2001, 4(6): 47-49.
[9] 彭潇. 基于土结构动力相互作用的多高层结构地震反应分析方法研 究[D]. 长沙: 湖南大学, 2006. Peng Xiao. Study on seismic response of multi-storey and high-rise structures analysis method based on soil-Structure dynamic interaction[D]. Changsha: Hunan University, 2006.
[10] Lysmer J, Richart F E T. Dynamic response of footing to vertical Ioad-ing [J]. Journal of the Engineering Mechanics Division, ASCE, 1966, 92(1): 65-91.
[11] Parmelee R A. Building-foundation interaction effects[J]. Journal of the Engineering Mechanics Division, ASCE, 1967, 93(EM2): 131-152.
[12] White W, Valliappan S, Lee I K. United boundary for finite dynamic models[J]. Journal of the Engineering Mechanics Division, ASCE, 1977, 103(EM5): 949-964.
[13] Dominguez J, Roesset J M. Response of embedded foundations to trav-elling waves[J]. NASA STI/Recon Technical Report N, 1978, 79: 16141.
[14] Joyner W B. A method for calculating nonlinear seismic response in two dimensions[J]. Bulletin of the Seismological Society of America, 1975, 65: 1337-1357.
[15] 王满生. 考虑土-结构相互作用体系的参数识别和地展反应分析[D]. 北京: 中国地震局地球物理研究所, 2005. Wang Mansheng. Identification of system parameters and analysis of seismic response considering soil-structure dynamic interaction[D]. Beijing: China Earthquake Administration, 2005.
[16] Wolf J P. Dynamic soil-structure interaction[M]. Englewood Cliffs: Prentice Hall, 1985.
[17] Wolf J P, Obernhuber P. Nonlinear soil-structure interaction analysis using dynamic stiffness or flexibility of soil in the time domain[J]. Earthquake Engineering and Structural Dynamics, 1985, 13: 195-212.
[18] Wolf J P, Motosaka M. Recursive evaluation of interaction forces of un-bounded soil in the time domain [J]. Earthquake Engineering and Structural Dynamics, 1989, 18(3): 345-363.
[19] Wolf J P, Motosaka M. Recursive evaluation of interaction forces of un-bounded soil in the time domain from dynamic stiffness coefficients in the frequency domain[J]. Earthquake Engineering and Structural Dy-namics, 1989, 18(3): 365-376.
[20] 豆丽萍, 潘旦光. SSSI作用下相邻结构的地震反应分析[J]. 建筑结 构, 2013, 43(增2): 411-412. Dou Liping, Pan Danguang. Earthquake dynamic interaction of neigh-boring building in structure-soil-structure interaction[J]. Building Structure, 2013, 43(Suppl 2): 411-412.
[21] 俞载道, 职洪涛, 曹国敖. 基础提离、滑移对结构地震反应影响的探 讨[J]. 同济大学学报, l997, 25(2): 141-146. Yu Zaidao, Zhi Hongtao, Cao Guoao. Study on the effects of base up-lifting and sliding on earthquake responses of structures[J]. Journal of Tongji University, l997, 25(2): 141-146.
[22] 职洪涛, 俞载道, 曹国敖. 基础提离、滑移对多层房屋地震反应影响 分析[J]. 同济大学学报, 1998, 26(4): 367-371. Zhi Hongtao, Yu Zaidao, Cao Guoao. Analysis of the effects of base uplifting and sliding on earthquake responses of multistory buildings[J]. Journal of Tongji University, 1998, 26(4): 367-371.
[23] Borja R, Chao Y, Montáns J, et al. SSI effects on ground motion at Lo-tung LSST site[J]. Journal of geotechnical and Geo Environmental En-gineering, 1999, 125(9): 760-770.
[24] 徐磊, 陈国兴. 考虑SSI效应的核反应堆及地表地震反应[J]. 地震工 程与工程振动, 2015, 35(1): 28-37. Xu Lei, Chen Guoxing. Seismic responses of a reactor structure and its adjacent ground surface considering the soil-structure interaction effect[J]. Earthquake Engineering and Engineering Vibration, 2015, 35 (1): 28-37.
[25] Bycroft G N, Mork P N. The seismic response of dam with soil struc-ture interaction[J]. Journal of Engineering Mechanics, 1987, 113(9): 1420-1428.
[26] Miguel C, Javier O. Seismic evaluation of concrete dams via continu-um damage model[J]. Earthquake Engineering & Structural Dynamics, 1995, 24(9): 1225-1245.
[27] Shamsabadi A. Three dimensional nonlinear seismic soil abutment foundation structure interaction analysis of the skewed bridges[D]. Los Angeles: University of Southern California, 2007.
[28] Sonji B B. Influence of soil-structure interaction on the response of seismically isolated cable-stayed bridge[J]. Soil Dynamics and Earth-quake Engineering, 2008, 28(4): 245-257.
[29] Galal K, Naimi M. Effect of soil conditions on the response of rein-forced concrete tall structures to near fault earthquakes[J]. Structural Design of Tall and Special Buildings, 2008, 17: 541-562.
[30] 刘洁平, 张令心. 高层建筑土-结构相互作用地震反应分析简化评估 方法[J]. 土木工程学报, 2010, 43(12): 28-34. Liu Jieping, Zhang Lingxin. A simplified assessment method for seis-mic response analysis of soil-structure interaction of high-rise build-ings[J]. China Civil Engineering Journal, 2010, 43(12): 28-34.
[31] 栾小兵. 空间网格结构土-结构相互作用模型与地震反应研究[D]. 北京: 北京工业大学, 2012. Luan Xiaobing. Soil-structure interaction model and seismic response of spatial latticed strcture[D]. Beijing: Beijing University of Technolo-gy, 2012.
[32] 吕西林, 陈跃庆, 陈波, 等. 结构-地基动力相互作用体系的振动台 模型试验研究[J]. 地震工程与工程振动, 2000, 20(4): 20-29. Lü Xilin, Chen Yueqing, Chen Bo, et al. Shaking table testing of dy-namic soil-structure interaction system[J]. Earthquake Engineering and Engineering Vibration, 2000, 20(4): 20-29.
[33] Lü X L, Chen Y Q, Chen B, et al. Shaking table model test on dynam-ic soil-structure interaction system[J]. Journal of Asian Architecture and Building Engineering, 2002, 1(1): 55-64.
[34] 吕西林, 陈跃庆. 高层建筑结构-地基动力相互作用效果的振动台试 验对比研究[J]. 地震工程与工程振动, 2002, 22(2): 42-48. Lü Xilin, Chen Yueqing. Study on effect of soil-structure interaction by shaking table test[J]. Earthquake Engineering and Engineering Vi-bration, 2002, 22(2): 42-48.
[35] 楼梦麟, 王文剑, 马恒春, 等. 土-桩-结构相互作用体系的振动台模 型试验[J]. 同济大学学报, 2001, 29(7): 763-769. Lou Menglin, Wang Wenjian, Ma Hengchun, et al. Study on soil -pile -structure interaction system by shaking table model test[J]. Jour-nal of Tongji University, 2001, 29(7): 763-769.
[36] 楼梦麟, 宗刚, 牛伟星, 等. 土-桩-钢结构相互作用体系的振动台模 型试验[J]. 地震工程与工程振动, 2006, 26(5): 226-230. Lou Menglin, Zonggang, Niu Weixing, et al. Shaking table model test of soil-pile-steel structure interaction system[J]. Earthquake Engineer-ing and Engineering Vibration, 2006, 26(5): 226-230.
[37] 陈跃庆, 吕西林, 李培振,等. 不同土性的地基一结构动力相互作用 振动台模型试验对比研究[J]. 土木工程学报, 2006, 39(5): 57-64. Chen Yueqing, Lü Xilin, Li Peizheng, et al. Comparative study on the dynamic soil-structure interaction system with various soils by using shaking table model tests[J]. China Civil Engineering Journal, 2006, 39 (5): 57-64.
[38] 伍小平. 砂土-桩-结构相互作用振动台试验研究[D]. 上海: 同济大 学, 2002. Wu Xiaoping. Study on soil-pile-structure interaction system by shak-ing table model test[D]. Shanghai: Tongji University, 2002.
[39] Hadjian A H, Tseng W S, Chang C Y, et al. 谢君斐, 译. 罗东(台湾) 土-结构相互作用大比例模型试验的启示(I)[J]. 世界地震工程, 1993, 9(3): 41-52. Hadjian A H, Tseng W S, Chang C Y, et al. Xie Junfei trans. The learning from the large scale Lotung soil-structure interaction experi-ments(I)[J]. World Earthquake Engineering, 1993, 9(3): 41-52.
[40] Hadjian A H, Tseng W S, Chang C Y, et al. 罗东(台湾)土-结构相互 作用大比例模型试验的启示(II)[J]. 谢君斐, 译. 世界地震工程, 1993, 9(4): 49-59. Hadjian A H, Tseng W S, Chang C Y, et al. The learning from the large scale Lotung soil-structure interaction experiments(II) [J]. Xie Junfei trans. World Earthquake Engineering, 1993, 9(4): 49-59.
[41] 朱志辉. 土-箱基-框架结构动力相互作用的试验研究与理论分析[D]. 长沙: 湖南大学, 2006. Zhu Zhihui. Theoretical analysis and test research on soil-box founda-tion-structure dynamic interaction system[D]. Changsha: Hunan Uni-versity, 2006.
[42] 曹晓岩, 李晓莉, 李立新, 等. 桩-土-结构相互作用地震反应分析[J]. 世界地震工程, 2004, 20(1): 90-94. Cao Xiaoyan, Li Xiaoyan, Li Lixin, et al. Seismic response analysis of the pile-soil-structure interaction[J]. World Earthquake Engineering, 2004, 20(1): 90-94.
[43] 汪梦甫, 汪加武. 考虑土-结构相互作用高层框架结构非线性地震反 应分析[J]. 湖南城市学院学报: 自然科学版, 2004, 13(2): 1-4. Wang Mengfu, Wang Jiawu. Nonlinear seismic response analysis for high-rise frame structure considering soil-structure interaction[J]. Jour-nal of Hunan City University: Natural Science, 2004, 13(2): 1-4.
[44] 王满生, 潘旦光, 周锡元. 基于土层集总参数模型的土-结构动力相 互作用分析[J]. 北京科技大学学报, 2007, 29(1): 5-10. Wang Mansheng, Pan Danguang, Zhou Xiyuan. Soil-structure interact ion analysis based on the soil lumped parameters model[J]. Journal of University of Science and Technology Beijing, 2007, 29(1): 5-10.
[45] Maccalden P. B. Transmission of steady-state vibrations between cir-cular footings[D]. Los Angeles: University of California, 1969.
[46] Warburton G B, Richardson J D, Webster J J . Forced vibrations of two masses on an elastic half-space[J]. Journal of Applied Me Chan-ics, Transaction ASME, 1997, 38(1): 148-156.
[47] Luco J E, Contesse L. Dynamic structure-soil-structure interaction[J]. Bulletin of the Seismological Society of America, 1973, 63(4): 1289-1303.
[48] Boutin C, Roussillon P. Assessment of the urbanization effect on seismic response[J]. Bulletin of the Seismological Society of America, 2004, 94 (1): 251-268.
[49] 林皋. 土-结构动力相互作用[J]. 世界地震工程, 1991(1): 4-21. Lin Gao. Soil-structure dynamic interaction[J]. World Earthquake Engineering, 1991(1): 4-21.
[50] Wirgin A, Bard P Y. Effects of buildings on the duration and amplitude of ground motion in Mexico city[J]. Bulletin of the Seismological Society of America, 1996, 86: 914-920.
[51] Francisio J, Chávez G, Cárdenas M. The contribution of the built envi-ronment to the 'free-field' ground motion in Mexico City[J]. Soil Dynamics and Earthquake Engineering, 2002, 22(9): 773-780.
[52] Tsogka C, Wirgin A. Simulation of seismic response in an idealized city[J]. Soil Dynamics and Earthquake Engineering, 2003, 23: 391-402.
[53] Semblet J F, Guéguen P, Kham M, et al. Site-city interaction at local and global scales[C]. The Twelfth European Conference on Earthquake Engineering, Elsevier, Amsterdam, 2002, paper no.807.
[54] Clouteau D, Aubry D. Modification of ground motion in dense urban areas[J]. Journal of Computational Acoustics, 2001, 9(4): 1659-1675.
[55] 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. Jiang Xiliang, Yan Zongda, Li Zhongxiang. Analysis of earthquake response of neighboring buildings-foundation-soil system under multi-support excitations[J]. Earthquake Engineering and Engineering Vibration, 1997, 17(4): 65-71.
[56] 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): 76-73. Jiang Xiliang, Yan Zongda, Li Zhongxiang. Interaction of neighboring buildings-foundation-soil system in case of differentiation of earth-quake ground motion[J]. Earthquake Engineering and Engineering Vibration, 1997, 17(2): 76-73.
[57] 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. Jiang Xiliang, Li Zhongxiang, Yan Zongda. The spline finite element and the infinite element analysis of interaction system for neighboring buildings[J]. Journal of Tanjin University, 1996, 29(6): 889-895.
[58] 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. Dou Lijun, Yan Baipo. Dynamic interaction of tall building with neighboring multi-storied building[J]. Earthquake Engineering and Engineering Vibration, 2000, 20(3): 15-21.
[59] 雷艳, 窦立军, 成新宇. 高层与相邻多层建筑间动力相互作用的计算 与分析[J]. 吉林建筑工程学院学报, 2003, 20(1): 21-26. Lei Yan, Dou Lijun, Cheng Xinyu. Calculation and comparison of the dynamic interaction of tall buildings and neighbor multistoried buildings[J]. Journal of Jilin Architectural and Civil Engineering Institute, 2003, 20(1): 21-26.
[60] Ghergu M, Ionescu I R. Structure-soil-structure coupling in seismic excitation and'city effect'[J]. International Journal of Engineering Sci-ence, 2009, 47: 342-354.
[61] Cárdenas M, Bard Y, Guéguen P, et al. Soil-structure interaction in Mexico City.Wave field radiated away from Jalapa structure: Data and modelling[C/OL]. [2015-03-31]. http://www.iitk.ac.in/nicee/wcee/arti-cle/0385.pdf.
[62] Guéguen P, Bard P Y, Chávez-Garcia F J. Site-city seismic interaction in Mexico City like environment: an analytic study[J]. Bulletin of the Seismological Society of America, 2002, 92: 794-804.
[63] 潘旦光, 豆丽萍. 两相邻建筑“结构-土-结构体系”的动力特性[J]. 土 木建筑与环境工程, 2014, 36(3): 92-98. Pan Danguang, Dou Liping. Dynamic characteristics of structure-soilstructure system for two neighbor buildings[J]. Jouranl of Civil, Architectural and Environmental Engineering, 2014, 36(3): 92-98.
[64] 潘旦光, 高莉莉, 靳国豪, 等. 结构-土-结构体系动力特性的模型实 验[J]. 北京科技大学学报, 2014, 36(12): 1720-1728. Pan Danguang, Gao Lili, Ge Guohao, et al. Model test of the dynamic characteristics of a structure-soil-structure system[J]. Journal of University of Science and Technology Beijing, 2014, 36(12): 1720-1728.
[65] Karabalis D L, Mohammadi M. 3-D dynamic foundation-soil -foun-dation interaction on layered soil[J]. Soil Dynamics and Earthquake Engineering, 1998, 17: 139-152.