5MARAGAVIS E, DOUGLAS B. Classical formulation of the impact between bridge deck and abutments during strong earth- quake[ M ]//Proc of 6th Canadian Toronto Conference on Earthquake Engineering, University of Toronto Press, 1991,205-212.
6KIM S H, LEE S W, WON J H, et al. Dynamic behaviors of bridges under seismic excitations with Pounding between adjacent girders [ J ]. Earthq Eng Struct Dynam,2000,26 (2) : 1815.
7BI K, HAO H, CHOU U N. Influence of ground motion spatial variation, site condition and SSI on the required separation distances of bridge structures to avoid seismic pounding [ J ]. Earthq Eng Struct Dynam, 2011,40 (9) :1027-1043.
8MAISON B F, KASAI K. Analysis for type of Structural pounding[ J ]. J Struct Eng, ASCE, 1990,116 (4) :957-975.
9FILIATRAULT A, WANGNER P, CHERRY S. Analytical prediction of experimental building pounding [ J ]. Earthq Eng Struct Dynam, 1995,24 ( 8 ) : 1131-1154.