Praveeen K Malhotra.Dynamics of seismic pounding at expansion joints of concrete bridges[J].Journal of Engineering Mechanics,ASCE,1998,124(7):794~802.
[6]
Robert Jankowski,Krzysztofo Wilde,Yozo Fujino.Reduction of pounding effects in elevated bridges during earthqu akes[J].Earthquake Engineering and Structural Dynamics,2000,29:195~212.
[7]
John C,Wilson.Stiffness of Nonskew Monolithic Bridge Abumtents for Seismic Analysis[J].Earthquake Engineering and Structural Dynamics,1988,16(6):867~883.
[8]
Tao J R,Krmiotat A,Sobash V.An Analyticalmodel for pounding between bridges structures,Proceedings,third NSF Workshop on Bridge Engineering Research in Progress[C].Calif:La Jolla,1992:231~235.
[9]
Sang Hoon Kim.Masanobu Shinozuka.Effects of seismically pounding at expansion joints of concrete bridge[J].Journal of Engineering Mechanics,2003,129(11):1225~1234.
[10]
Saadeghvaziri M A,Yazdani Motolagh A R,Rashidi S.Effects of soil structure interaction on longitudinal seismic response of MSSSbridge[J].J.of Soil Dynamics and Earthquake engineering,2000,(20):231~242.
[11]
Des ROches R,Eunsoo Choi,Roberto TLeon.Seismic response of multiplespan steelbridge in central and southeastern United States:Iasbuilt[J].Journal of Bridge Engineering,2004,9(5):464~472.
[12]
Nawawi Chouw,Hoog Hao.Reduction of pounding response of bridge girders with soil structure in teraction effects to spatial near source ground motions.Proc.of 13th World Conference on Earthquake Engineering[C].Canada:Vancouver,B,C,2004.
