4Greimann L F, Pe-Shen Yang, Wolde-Tinase; A M.Nonlinear Analysis of Integral Abutment Bridges[J]. Journal of Structural Engineering, ASCE,1986, 112(10).
5Crouse C B, Hushmand B, Martin G R. Dynamicsoil-structure interaction of a single-span bridge [J].Earthquake Engineering Structure Dynamic, 1987,(15).
6Wilson J C. Stiffness of non-skew monolithic bridge abutments for seismic analysis [J]. Earthquake Engineering Structure Dynamic, 1988, (16).
7Karantzikis M, Spyrakos C C. Seismic analysis of bridges including soil-abutment interaction [A]. Proceedings of the 12th World Congress on Earthquake Engineering[C]. Paper No. 2471, New Zealand, 2000.
8Loannidis S C. Seismic behavior of a post-tesioned integral bridg including soil-structure interaction( SSI )[ J ]. Soil Dynamic and Earthquake Engineering. 2003, (23).
9Mylonakis G, Papastamation D, Psycharis J,Mahmoud K. Simplified modeling of bridge responseon soft soil to nonuniform seismic excitation [J].Journal of Bridge Engineering, ASCE, 2001, 6(6).
10Goel R K. Earthquake characteristics of bridges with integral abutments [J ] ~ Journal of Structure Engineering, ASCE, 1997, 123(11).