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《Earthquake Engineering and Engineering Vibration》 2006-04
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Study on design method of energy-dissipating earthquake-reduction along transverse of self-anchored suspension bridge by using lead dampers

Fang Hai~(1),Liu Weiqing~(1),Wang Rengui~(2),Li Shengyu~(1)(1.College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China;2.China Highway Planning and Design Institute,Beijing 100010,China)  
For the self-anchored steel truss suspension bridge,the span of which is 408m,the double floors of deck are adopted.The disposal shape of two main cables is three-dimensional.Based on the particular dynamic characteristic of self-anchored suspension bridge,the lead extrusion dampers are proposed to install between the deck and the anchor(auxiliary) piers to improve the transverse seismic response of the bridge structure.How to choose critical extrusion load value is discussed according to the shearing force of bridge bearing caused by various load cases,such as wind,vehicle and earthquake.The analysis shows that the transverse earthquake action of the bridge can be reduced effectively by simultaneous application of viscous damper and lead extrusion damper,and can be used as a reference to engineering practice.
【Fund】: 国家自然科学基金项目(50378044)
【CateGory Index】: U448.25
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