[1] 李晰.空间变化地震作用下曲线梁桥抗震性能研究[D]. 北京: 北京工业大学,2014.
Li Xi. Study of seismic performance for curved bridges under spatially varying ground motions [D]. Beijing: Beijing University of Technology, 2014.
[2] Williams D. and Godden W., Seismic response of long curved bridge structures: experimental model studies. Earthquake Engineering and Structural Dynamics, 1979, 7(2): 107-128.
[3] Fenves G L. and Ellery M., Behavior and failure analysis of a multiple-frame highway bridge in the 1994 Northridge earthquake. Report of Pacific Earthquake Engineering Research Center, 1998.
[4] 曾敏.小半径曲线梁桥地震响应分析及减隔震研究[D]. 长沙:中南大学,2009.
Zeng Min. Analysis of seismic response and investigation of seismic isolation of curved girder bridges [D]. Changsha: Central South University, 2009.
[5] Gomez H C., Fanning P L., Feng M Q., et al. Testing and long-term monitoring of a curved concrete box girder bridge. Engineering Structures, 2011, 33: 2861-2869.
[6] 亓兴军,申永刚. 地震作用下曲线梁桥非均匀碰撞效应研究[J]. 振动与冲击,2012,31(6):72-76.
Qi Xingjun, Shen Yonggang. Uneven distribution of pounding effect in a curved girder bridge under earthquake [J]. Journal of Vibration and Shock, 2012, 31(6): 72-76.
[7] 王阳春,徐秀丽,李雪红等. 小半径匝道曲线梁桥地震响应分析[J]. 世界地震工程,2014,30(1):154-159.
Wang Yangchun, Xu Xiuli, Li Xuehong, et al. Seismic response analysis of a small-radius curved girder bridge [J]. World Earthquake Engineering, 2014, 30(1): 154-159.
[8] Li Xi. Zhang Deyi, Yan Weiming, et al. Shake-table test for a typical curved bridge: wave passage and local site effects [J]. Journal of Bridge Engineering, 2015, 20(2): 1-14.
[9] 李青宁,尹俊红,闫磊等. 人字桥梁多维地震作用下振动台试验研究[J]. 振动与冲击,2015,34(15):103-108.
Li Qingning, Yin Junhong, Yan Lei, et al. Shaking table tests for a Y-shape bridge under multi-dimensional earthquake excitation [J]. Journal of Vibration and Shock, 2015, 34(15): 103-108.
[10] Li Qingning,Cheng Maili, Yin Junhong. Study on Seismic Disaster Mechanism of Irregular C-Shaped Curved Bridge with High Piers. KSCE Journal of Civil Engineering, 2016, 20(4): 1429-1436.
[11] 程麦理,李青宁,尹俊红等. 非规则高墩曲线桥梁振动台试验研究[J]. 振动与冲击,2016,35(2):24-30.
Cheng Maili, Li Qingning, Yin Junhong, et al. Shaking table tests of irregular curved bridge with high piers [J]. Journal of Vibration and Shock, 2016, 35(2): 24-30.
[12] 韦晓,范立础,王君杰. 考虑桩-土-桥梁结构相互作用振动台试验研究[J]. 土木工程学报,2002,35(4):91-97.
Wei Xiao, Fan Lichu, Wang Junjie. Shaking table test on soil-pile-structure interaction [J]. China Civil Engineering Journal, 2002, 35(4): 91-97.
[13] 陈跃庆,吕西林,李培振等. 不同土性的地基-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 Peizhen, 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.
[14] Tafreshi S.N.M. Uncouple Nonlinear Modeling of Seismic Soil-Pile-Superstructure Interaction in Soft Clay. International Journal of Civil Engineering, 2008, 6(4): 275-283.
[15] Hokmabadi A S., Fatahi B., Samali B., Physical Modeling of Seismic Soil-Pile-Structure Interaction for Buildings on Soft Soils. International Journal of Gomechanics, 2014, 15(2): 1-18.
[16] Jara J M., Reynoso J R., Olmos B A., et al. Expected seismic performance of irregular medium-span simply supported bridges on soft and hard soils. Engineering Structures, 2015, 98: 174–185.
[17] 李小军,王晓辉,李亮等. 振动台试验三维层状剪切模型箱的设计及性能测试[J]. 岩土力学,2017,38(5):1524-1532.
Li Xiaojun, Wang Xiaohui, Li Liang, et al. Design and performance test of 3D laminar shear container for shaking table [J]. Rock and Soil Mechanics, 2017, 38(5): 1524-1532.
[18] 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. Shaking table tests of soil-pile-structure interaction [D]. Shanghai: Tongji University, 2002.
[19] 姜忻良,徐炳伟,焦莹. 大型土-桩-复杂结构振动台模型试验研究[J].土木工程学报,2010,43(10):99-105.
Jiang Xinliang, Xu Bingwei, Jiao Ying. Analysis of shaking table test of large-scale soil-pile-complex structure interaction [J]. China Civil Engineering Journal, 2010, 43(10): 98-105.
[20] 刘晶波,杜修力. 结构动力学[M]. 北京:机械工业出版社,2009.
Liu Jingbo, Du Xiuli. Dynamics of structure [M]. Beijing: China Machine Press, 2009.