3M J N Priestley, F Seible, G M Galvi. Seismic design and retrofit of bridges[M]. John Wiley & Sons, Inc. 1996.
4Hall John F. Northridge earthquake of January 17, 1994 reconnaissance report[J]. Earthquake Spectra, 1995, 11:1-514.
5H Otsuka, S Unjoh, T Terayama, J Hoshikuma, K Kosa.Damage to highway bridges by 1995 Hyogoken Nanbu earthquake and the retrofit of highway bridges in Japan[R]. 3rd U.S.-Japan Workshop on Seismic Retrofit of Bridges, 1996.
6Lindell Michael K, Perry Ronald W. Earthquake impacts and hazard adjustment by acutely hazardous materials facilities following the Northridge earthquake[J].Earthquake Spectra, 1998, 14: 285-299.
7.上海市莘庄立交工程抗震性能评估[Z].同济土木工程防灾重点国家实验室,2001..
8Bruce F Maison, Kazuhiko Kasai. Dynamics of pounding when two buildings collide[J]. Earthquake Engineering and Structural Dynamics, 1992, 21: 771-786.
9Stavros A Anagnostopoulos, Konstantinos V Spiliopoulos. An investigation of earthquake induced pounding between adjacent buildings[J]. Earthquake Engineering and Structural Dynamics, 1992, 21:289-302.
10Fenvws G L, Desroches R. Evaluation of the response of Ⅰ-10/215 interchange bridge near San Bernardino in the 1992 Landers and Big Bear earthquakes[R]. Rep. No.CSMIP/95-02, California Strong Motion Instrumentation Program, Sacramento, Calif, 1995.