Parametric Analysis of Seismic Response of PC Continuous Beam Bridge with Corrugated Steel Webs

Taking a three-span PC continuous beam bridge with corrugated steel webs as the research object, a finite element software Midas/civil is used to establish the dynamic analysis model of PC continuous bridge with corrugated steel webs. Through lots of analytical calculations, the influence and regularity of the parameters such as the friction coefficient of movable support and the height of fixed pier are discussed in detail on seismic response of the main girder and pier of the bridge. It also provides reference for seismic design of similar bridge types in the future.