大学.
张文学,鲍艳,王景景.2012伸缩缝间隙及纵向阻尼器对斜拉桥的碰撞影响[J].公路交通科技,29(8):60-63.
张文学,昊海军,陈士通,等.2013.橡胶缓冲装置对斜拉桥及引桥碰撞影响研究[J].振动与冲击,32(7):151-154.
Jankowski R,Wilde K,Eujino Y.1998.Pounding of superstructure in ele-vated bridge during earthquakes[J].Earthquake Engineering andStructural Dynamics,27(5):487-502.
Jankowski R,Wilde K,Fujino Y.2000.Reduction of pounding effects inelevated bridges during earthquakes[J].Earthquake Engineeringand Structural Dynamics,29(2):195-212.
Malhotra P K.1998.Dynamics of seismic pounding at expansion joints ofconcrete bridges[J].Journal of Engineering Mechanics,124(7):794-802.
Reginald D,Susendar M.2002.Effect of pounding and restrainers on seis-mic response of multipule 2 frame bridges[J].Journal of StructuralEngineering,128 (7):860-869.
Sang-Hyo K,Sang-Woo L,Jeong-Hun W,et al.2000.Dynamic behaviorsof bridges under seismic excitations with pounding between adjacentgirders.[J].Earthquake Engineering and Structural Dynamics,26(2):1815.
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