JTG/T B02-01-2008, 公路桥梁抗震设计细则[S]. 北京: 人民交通出版社, 2008. JTG/T B02-01-2008, Guideline for Seismic Design of Highway Bridges [S]. Beijing: China Communications Press, 2008. (in Chinese)
[2]
Priestley M J N, Seible F, Calvi G M. Seismic Design and Retrofit of Bridges [M]. New York: John Wiley & Sons, 1996: 146―147.
[3]
Kent D C, Park R. Flexural member with confined concrete [J]. Journal of the Structural Division, 1971, 97(7): 1969―1990.
[4]
Park Y J, Ang A H S. Mechanistic seismic damage model for reinforced concrete [J]. ASCE Journal of Structural Engineering, 1985, 5(3): 722―739.
[5]
Priestley M J N, Park R. Strength and ductility of concrete bridge columns under seismic loading [J]. ACI Structure Journal, 1987, 84(1): 61―75.
[6]
Hoshikuma J, Kawashima K, Nagaya K, Taylor. Stress-strain model for confined reinforced concrete in bridge piers [J]. Journal of Structural Engineering, 1997, 123(5): 624―633.
[7]
Mander J B, Priestley M J N, Park R. Theoretical stress-strain model for confined concrete [J]. Journal of Structural Engineering, 1998, 114(8): 1804―1849.
[8]
Priestly M J N, Benzoni G. Seismic performance of circular columns with low longitudinal reinforcement ratios [J]. ACI Structural Journal, 1996, 93(4): 474―485.
[9]
Priestley M J N, Seible F, Calvi G M. Seismic Design and Retrofit of Bridges [M]. New York: John Wiley & Sons, 1996: 293―307.
[10]
Calvi G M, Pavese A, Rasulo A, et al. Experimental and numerical studies on the seismic response of RC hollow bridge piers [J]. Bulletin of Earthquake Engineering, 2005, 3(3): 267―297.
[11]
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.
[12]
Yeh Y K, Mo Y L, Yang C Y. Seismic performance of rectangular hollow bridge columns [J]. Journal of Structural Engineering, 2002, 128(1): 60―68.
[13]
Yeh Y K, Mo Y L, Yang C Y. Seismic performance of hollow circular bridge piers [J]. ACI Structure Journal, 2001, 98(6): 862―871.
[14]
Yeh Y K, Mo Y L, Yang C Y. Full-scale tests on rectangular hollow bridge piers [J]. Materials and Structures, 2002, 35(2): 117―125.
[15]
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.
[16]
Mo Y L, Yeh Y K, Hsieh D M. Seismic retrofit of hollow rectangular bridge columns [J]. Journal of Composites for Construction, 2004, 8(1): 43―51.
[17]
Cheng C T, Yang J C, Yeh Y K, et al. Seismic performance of repaired hollow-bridge piers [J]. Construction and Building Material, 2003, 17(5): 339―351.
[18]
LRFDSI-4, AASHTO LRFD Bridge Design Specifications [S]. Washington DC: American Association of State Highway and Transportation Officials, 2007.
[19]
CALTRANS, Bridge Design Specifications [S]. California: Sacramento California Department of Transportation, 2006.
[20]
ATC-32, Improved Seismic Design Criteria for California Bridges: Provisional Recommendations [S]. California: Applied Technology Council, 1996.
[21]
ACI318-08, Building Code Requirements for Structural Concrete and Commentary [S]. ACI Committee Institute, 2008.
[22]
JTG D62-2004, 公路钢筋混凝土及预应力混凝土桥涵设计规范[S]. 北京: 人民交通出版社, 2004. JTGD62-2004, Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts [S]. Beijing: China Communications Press, 2004. (in Chinese)
[23]
Scott M H, Fenves G L. Plastic hinge integration methods for force-based beam-column elements [J]. Journal of Structural Engineering, 2006, 132(2): 244―252.
[24]
Scott B D, Park R, Priestly M J N. Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates [J]. ACI Journal, 1982, 79(1): 13―27.
[25]
Chang G, Mander J. Seismic energy based fatigue damage analysis of bridge columns: Part I—Evaluation of seismic capacity [R]. New York: State University of New York at Buffalo, 1994.
[26]
董振华, 韩强, 杜修力. FRP约束RC矩形空心截面桥墩分析模型及试验验证[J]. 工程力学, 2013, 30(12): 57―64. Dong Zhenhua, Han Qiang, Du Xiuli. Analytical model and experimental validation of FRP confined RC rectangular hollow section bridge columns [J]. Engineering Mechanics, 2013, 30(12): 57―64. (in Chinese)
