［1］GHAHARI S F,  GHANNAD M A,  TACIROGLU E. Blind identification of soil-structure systems［J］.Soil Dynamics and Earthquake Engineering,2013, 45:56-69.
［2］SUN C T, BAI J M. Vibration of multi-degree-of-freedom systems with non-proportional viscous damping［J］. International Journal of Mechanical Sciences, 1995, 37(4):441-455.
［3］WANG H F,  LOU M L,  CHEN X, et al. Structure-soil-structure interaction between underground structure and ground structure［J］. Soil Dynamics and Earthquake Engineering,2013, 54:31-38.
［4］CELEBI E, GOKTEPE F, KARAHAN N. Non-linear finite element analysis for prediction of seismic response of buildings considering soil-structure interaction［J］. Natural Hazards and Earth System Sciences,2012, 12(11):3495-3505.
［5］李创第, 李暾, 葛新广,等. 多自由度Maxwell阻尼器减震结构（II）：等效阻尼［J］. 应用力学学报, 2012, 29(5):617-622.
LI Chuangdi, LI Tun, GE Xinguang, et al. Equivalent damping of MDOF dissipation structures with Maxwell dampers［J］. Chinese Journal of Applied Mechanics, 2012, 29(5):617-622.
［6］王小庆,金先龙,王建炜.土体-结构非线性耦合系统动力响应并行计算方法研究［J］.振动与冲击,2016,35(24):19-26.

WANG Xiaoqing, JIN Xianlong, WANG Jianwei. A study on parallel computing methods for dynamic response analysis of soil-structurenonlinear interaction systems［J］.Journal of Vibration and Shock,2016,35(24):19-26.

［7］MYLONAKIS G, GAZETAS G. Seismic soil-structure interaction: beneficial or detrimental?［J］. Journal of Earthquake Engineering, 2000, 4(3):277-301.

［8］黄东梅，李创第，陈俊忠.结构-土相互作用体系的地震作用取值:基于规范地震动模型的复模态时域法［J］. 振动工程学报，2006,19(4):571-577.
HUANG Dongmei，LI Chuangdi，CHEN Junzhong.Earthquake act ion calculation of structure-soil interact ion system:according to complex mode method in time domainbased on the earthquake model about seismic code［J］.Journal of Vibration Engineering, 2006,19(4):571-577.
［9］张之颖，赵钟斗，吕西林，等. SSI体系阻尼特性振动台模型试验研究［J］. 土木工程学报， 2010, 43(2):100-104.
ZHANG Zhiying, ZHANG Zhongdou, L Xilin, et al. Shaking table tests of the damping behavior of SSI systems［J］. China Civil Engineering Journal,2010, 43(2):100-104.
［10］ZHANG Z Y, WEI H Y, QIN X. Experimental study on damping characteristics of soil-structure interaction system based on shaking table test［J］. Soil Dynamics and Earthquake Engineering, 2017,98:183-190.
［11］ZHANG Z Y, WEI H Y, ZE Q J. Study on the effect of the motion state of interface on the damping characteristics of SSI system［J］. Soil Dynamics and Earthquake Engineering, 2017,104:186-195.
［12］ZHANG Z Y, GAO  Z C, LI Y. SSI damping system research based on discontinuity of the motion［J］. Advanced Materials Research, 2011,287/288/289/290:2144-2147.
［13］董军，邓洪洲，王肇民．结构动力分析阻尼模型研究［J］．世界地震工程，2000，16(4)：63-69.
DONG Jun, DENG Hongzhou, WANG Zhaomin. Studies on the damping models for structural dynamic time history analysis［J］. World Information on Earthquake Engineering, 2000，16(4)：63-69.
［14］LI Y, ZHANG Z Y. An analytical expression of motion equations of SSI system［J］. Advanced Materials Research,2012,374/375/376/377:2180-2183.
［15］克拉夫 R,彭津 J. 结构动力学［M］.王光远，译.北京：高等教育出版社, 2006.
［16］黎莹，张之颖，魏洪杨.不同阻尼体系的运动状态判别法研究［J］.振动与冲击,2018,37(15):164-170.
LI Ying, ZHANG Zhiying, WEI Hongyang. Identification method for motion states of different damping systems［J］. Journal of Vibration and Shock,2018,37(15):164-170.
［17］KAGAWA T, SATO M, MINOWA C, et al. Centrifuge simulations of large-scale shaking table tests:case studies［J］. Journal of Geotechnical and Geoenvironmental Engineering,2004,130(7):663-672.
［18］迟世春，林少书. 结构动力模型试验相似理论及其验证［J］. 世界地震工程，2004，20(4)：11-20.
CHI Shichun, LIN Shaoshu. Validation of similitude laws for dynamic structural model test［J］. World Earthquake Engineering, 2004，20(4)：11-20.

［19］沈超，钱德玲，朱志鹏，等.多向地震作用下土-框筒结构动力响应试验研究与数值模拟［J］.振动与冲击,2019,38(10):206-214.
SHEN Chao, QIAN Deling, ZHU Zhipeng, et al. Experimental and numerical investigation on the dynamic response of a frame-core tube structureunder the excitation of multi-direction seismic waves considering the soil-structure effect［J］. Journal of Vibration and Shock, 2019,38(10):206-214.
［20］权登州，王毅红，马蓬渤，等. 振动台试验中小缩尺比模型材料试验研究［J］. 工业建筑，2016，46(12):98-103.
QUAN Dengzhou, WANG Yihong, MA Pengbo, et al. Experimental study of the small-scale model material in shaking table test［J］. Industrial Construction, 2016, 46(12):98-103.
［21］高春华，纪金豹，闫维明，等.地震模拟振动台技术在中国的发展［J］.土木工程学报，2014，47(8):9-19.
GAO Chunhua, JI Jinbao, YAN Weiming, et al. Developments of shaking table technology in China［J］. China Civil Engineering Journal, 2014, 47(8):9-19.
［22］伍小平， 孙利民，胡世德，等. 振动台试验用层状剪切变形土箱的研制［J］. 同济大学学报，2002，30(7):781-785.
WU Xiaoping, SUN Limin, HU Shide, et al. Development of laminar shear box used in shaking table test［J］. Journal of Tongji Unversity,2002, 30(7):781-785.
［23］LEE  C J, WEI Y C, KUO Y C. Boundary effects of a laminar container in centrifuge shaking table tests［J］. Soil Dynamics and Earthquake Engineering, 2012, 34(1): 37-51.
［24］赵学斐，王曙光，王海，等.考虑土-结相互作用的黏滞阻尼器减震结构振动台试验研究［J］.振动与冲击,2017,36(13):146-154.
ZHAO Xuefei, WANG Shuguang, WANG Hai, et al. Shaking table tests for structures with viscous dampers considering SSI effect［J］. Journal of Vibration and Shock,2017,36(13):146-154.
［25］高永武，王涛，戴君武，等. 不同场地条件下某新型核电厂房的地震响应试验研究［J］.振动与冲击,2017,36(18):214-222.
GAO Yongwu, WANG Tao, DAI Junwu, et al. Experimental research on seismic responses of a new type of nuclear power plant under differentsite conditions［J］. Journal of Vibration and Shock,2017,36(18):214-222.
［26］LUO A C J. Discontinuous dynamical systems on time-varying domains［M］. Beijing: Higher Education Press, 2009.