3Fajfar P, Gaspersic R The N2 method: The seismic damage analysis of RC buildings earthquake[]]. Engineering and Structural Dynamics, 1996, 25: 31-46.
4Une H, Kawashima K, Shoji G Pushover analysis of a frame bridge[J]. Journal of Structural Engineering, 1999, 45A: 947-956.
5Fajfar P, Gaspersic P. A simpfified nonlinear method for seismic evaluation of RC bridges[C]//Pro 6th US National Conference on Earthquake Engineering. Seattle, 1998.
6Ballard T A, Sedarat H. SR5 Lake Washington Ship Canal Bridge pushover analysis[J]. Computers and Smrctures, 1999, 72: 63-80.
7ZHENG Yi, Tsutomu U, GE Hart-bin Ge. Seismic response predictions of multi-span steel bridges through pushover analysis[J]. Earthquanke Engineering and Structural Dynamics, 2003, 32: 1259-1274.
8FEMA 273&274, Federal Emergency Management Agency, guidelines and commentary for the seismic rehabilitation of buildings[S].
9Helmut K. Pros and Cons of a push-over anaiysis of seismic performance evaluation[J]. Engineering Structures, 1998, 20: 452-464.