Chen Hui. The design of bridge piers with rounded rectangular cross-section in railway[J]. Railway Standard Design, 2009(4): 77―79. (in Chinese)
[3]
Ogata T, Osada K. Seismic retrofitting of expressway bridges in Japan[J]. Cement and Concrete Composites, 2000, 22(1): 17―27.
[4]
Priestley M J N, Park R. Strength of ductility of concrete bridge columns under seismic loading[J]. ACI Structural Journal, 1987, 84(1): 61―76.
[5]
Zahn F A, Park R, Priestley M J N. Flexural strength and ductility of circular hollow reinforced concrete columns without confinement on inside face[J]. ACI Structural Journal, 1990, 87(2): 156―166.
[6]
Taylor A W, Rowell R B, Breen J E. Behavior of thin-walled concrete box piers[J]. ACI Structural Journal, 1995, 92(3): 319―333.
Yukawa Y, Ogata T, Suda K, Saito H. Seismic performance of reinforced concrete high pier with hollow section[C]. Doboku Gakkai Ronbunshu-Proceedings of JSCE, 1999, NO.613-V42: 103―120. (in Japanese)
[9]
Mo Y L, Jeng C H, Perng S F. Seismic shear behaviour of rectangular hollow bridge columns[J]. Structural Engineering and Mechanics, 2001, 12(4): 429―448.
[10]
Mo Y L, Nien I C. Seismic performance of hollow high-strength concrete bridge columns[J]. Journal of Bridge Engineering, 2002, 7(6): 338―349.
[11]
Mo Y L, Wong D C, Maekawa K. Seismic performance of hollow bridge columns[J]. ACI Structural Journal, 2003, 100(3): 337―348.
[12]
Pinto A V, Molina J, Tsionis G. Cyclic tests on large-scale models of existing bridge piers with rectangular hollow cross-section[J]. Earthquake Engineering and Structural Dynamics, 2003, 32(13): 1995―2012.
[13]
Faria R, Pouca N V, Delgado R. Simulation of the cyclic behaviour of R/C rectangular hollow section bridge piers via a detailed numerical model[J]. Journal of Earthquake Engineering, 2004, 8(5): 725―748.
[14]
Calvi G, Pavese A, Rasulo A, et al. Experimental and numerical studies on the seismic response of R.C. hollow bridge piers[J]. Bulletin of Earthquake Engineering, 2005, 3(3): 267―297.
[15]
Lignola G P, Prota A, Manfredi G, et al. Experimental performance of RC hollow columns confined with CFRP[J]. Journal of Composites for Construction, 2007, 11(1): 42―49.
[16]
Lignola G P, Prota A, Manfredi G, et al. Unified theory for confinement of RC solid and hollow circular columns[J]. Composites Part B: Engineering, 2008, 39(7/8): 1151―1160.
[17]
Lignola G P, Prota A, Manfredi G, et al. Multiscale non-linear analysis of RC hollow piers wrapped with CFRP under shear-type load[J]. Construction and Building Materials, 2012, 35(10): 947―959.
[18]
Tsionis G, Pinto A. Numerical analysis of RC bridge piers with rectangular hollow cross-section retrofitted with FRP jackets[J]. Journal of Earthquake Engineering, 2007, 11(4): 607―630.
[19]
刘林. 高墩大跨铁路桥梁抗震设计与减震控制研究[D]. 北京: 北京交通大学, 2004.
[20]
Liu Lin. Research on seismic design and seismic isolation and reduction control of high-pier and long-span railway bridges[D]. Beijing: Beijing Jiaotong University, 2004. (in Chinese)
[21]
许丽娜. 活性粉末混凝土桥墩的地震响应分析[D]. 北京: 北京交通大学, 2007.
[22]
Xu Lina. Seismic response analyses of reactive powder concrete piers[D]. Beijing: Beijing Jiaotong University, 2007. (in Chinese)
Hao Wenxiu, Yan Guiping, Zhong Tieyi, et al. Experimental study on the mechanical behavior of reactive powder concrete piers with hollow cross-sections subjected to cyclic loading[J]. Journal of the China Railway Society, 2009, 31(5): 60―64. (in Chinese)
[25]
崔海琴. 碳纤维约束空心薄壁墩抗震性能试验研究[D]. 西安: 长安大学, 2010.
[26]
Cui Haiqin. Experimental study on seismic behavior of hollow thin-walled pier confined with CFRP[D]. Xi’an: Chang’an University, 2010. (in Chinese)
[27]
姬振豫. 正交设计的方法与理论[M]. 香港: 世界科技出版社, 2001: 1―5.
[28]
Ji Zhenyu. Theory and practice of orthogonal design[M]. Hong Kong: World Scientific Publishing, 2001: 1―5. (in Chinese)
[29]
JGJ101-1996, 建筑抗震试验方法规程[S]. 北京: 中国建筑工业出版社, 1996.
[30]
JGJ101-1996, Specification of testing methods for earthquake resistant building[S]. Beijing: China Architecture and Building Press, 1996. (in Chinese)
[31]
徐国锋. 高烈度区连续梁桥延性抗震设计初步研究[D]. 重庆: 重庆交通大学, 2009.
[32]
Xu Guofeng. Preliminary study on ductile seismic design of continuous beam bridges in high seismic intensity zone[D]. Chongqing: Chongqing Jiaotong University, 2009. (in Chinese)
[33]
Bayrak O, Sheikh S A. High-strength concrete columns under simulated earthquake loading[J]. ACI Structural Journal, 1997, 94(6): 708―722.
Si Bingjun, Li Hongnan, Wang Dongsheng, et al. Experimental evaluation of the seismic performance of reinforced concrete bridge piers designed on the basis of displacement (I): Quasi-static test[J]. Journal of Earthquake Engineering and Engineering Vibration, 2008, 28(1): 123―129. (in Chinese)
[36]
Caltrans 2010. Seismic design criteria-Version 1.6[S]. Sacramento: California Department of Transportation, 2010.
[37]
Kowalsky M J, Priestley M J N. Improved analytical model for shear strength of circular reinforced concrete columns in seismic regions[J]. ACI Structural Journal, 2000, 97(3): 388―396.
[38]
Priestley M J N, Verma R, Xiao Y. Seismic shear strength of reinforced concrete columns[J]. Journal of Structural Engineering, 1994, 120(8): 2310―2328.