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《Bridge Construction》 2013-04
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Shaking Table Test Study of North Main Bridge of Xiazhang Sea-Crossing Bridge

GAO Wen-jun1,2,TANG Guang-wu1,2,HUANG Fu-wei1,2,LAN Hai-yan1,2 (1. State Key Laboratory of Bridge Engineering Structure Dynamics,Chongqing 400067,China; 2. Key Laboratory of Bridge Structure Earthquake Resistance Technology,Ministry of Transport,Chongqing 400067,China)  
To study the influences of the dampers and different seismic excitation ways on the seismic performance of the north main bridge of the Xiazhang Sea-Crossing Bridge and to provide the basis for the calculation and analysis,an organic glass model in scale of 1∶ 50 for the whole bridge of the bridge was designed and fabricated. The seismologic array was used to carry out the white noise excitation and earthquake simulation tests for the model bridge. The dynamic characteristics of the model and the seismic responses of the model with dampers under the uniform excitation and traveling wave effect excitation were analyzed. The results of the tests and analysis show that the tests of the model modes are agreeable with the calculations. Under the action of the earthquake in the longitudinal direction of the bridge,the seismic mitigation effect of the dampers is notable. The influence of the longitudinal traveling wave effect on the bridge is great while that of the transverse traveling wave effect is quite little. The seismic responses of the pylons of the bridge in all directions are decoupling and therefore the appropriate dampers may be chosen to improve the seismic performance of the bridge and the two ways of the longitudinal + vertical and the transverse + vertical seismic input can be used to carry out the seismic analysis of the bridge.
【Fund】: 国家国际科技合作专项项目(2011DFA83300);; 国家重点基础研究发展计划(2010CB736103 2012CB723807)~~
【CateGory Index】: U441.3
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