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《Journal of Earthquake Engineering and Engineering Vibration》 2007-02
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Investigation on rational analytical model of tall bridge pier

LIANG Zhiyao,LI Jianzhong(Department of Bridge Engineering,Tongji University,Shanghai 200092,China)  
Two analytical models of pier are developed based on the elastic-plastic beamcolumn element and the elastic-plastic fiber beam-column element.Structural seismic demands,such as formation of plastic hinge,expansion of plastic zone,plastic rotation and tip displacement,are discussed in detail,and the influence of elastic-plastic beam-column element divisions on the seismic demand is analyzed and compared.It is shown that the tall pier remarkably differs from the lower pier in seismic demands when the higher vibration modes contribute more.Plastic hinges generally form in the middle and at the bottom of the tall pier at the same time and expand with the enhancement of seismic excitations.Different element divisions have significant effect on the plastic rotation and the roof displacement demand.Finally,the applicability of two analytical models is discussed in the seismic demand analysis of tall bridge piers.
【Fund】: 国家自然科学基金项目(50578118)
【CateGory Index】: U442.55
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