Kowalsky M J. Deformation limit states for circular reinforced concrete bridge columns[J]. Journal of Structural Engineering, ASCE, 2000, 126(8): 869-878.
[2]
Priesfley M J ,Seible F,Calvi G M. Seismic design and retrofit of bridges[M]. New York: John Wiley&Sons, 1996.
[3]
Park Y J,Ang A H.Mechanistic seismic damage model for reinforced concrete[J]. Journal of Structural Enginering, ASCE, 1985, lll(4): 722-739.
[4]
Fajfar P. Equivalent ductility factors taking into account low-cycle fatigue[J]. Earthquake Engineering and Structural Dynamics, 1992, 21(10):837-848.
[5]
Hose Y D,Seible F. Performance evaluation database for concrete bridge components and systems under simulated seismic loads. Report No. PEER-1999/11, Pacific Earthquake Engineering Research Center, University of California, Berkeley, 1999.
[6]
Shibata A,Sozen M. Substitute structure method for seismic design in reinforced concrete[J]. Journal of Structural Engineering,ASCE, 1976, 102(1): 1-18.
Eurocode-8. Design of structures for earthquake resistance.General rules,Seismic Actions and Rules for Buildings[S]. London: British Standards Institution, 2003.
Alvarez J C. Displacement based design of continuous concrete bridges under transverse seismic excitation. MSc Thesis, Rose School, IUSS, Pavia, 2004, 99.
[11]
Dwairi H,Kowalsky M J. Implementation of inelastic displacement patterns in direct displacement-based design of continuous bridge structures[J]. Earthquake Spectra, 22(3), 2006, 631-662.
[12]
Priestley M J N,Calvi G M. Direct displacement-based seismic design of bridges//ACI Special Seminar on Seismic Design of Bridges, San Diego, 2003.
[13]
王太川, 金宗官. 多个集中载荷作用下简支梁的挠曲线[J]. 鞍山钢铁学院学报, 1991, 14(1): 36-42. WANG Taichuan, JIN Zongguan. Displacement curve of simply supported beam under several concentrated loads[J]. Journal of Anshan Institute of I&S Technology, 1991, 14(1): 36-42.(in Chinese)
