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《Journal of Vibration and Shock》 2011-09
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Seismic response of isolated bridges considering temperature effect

HU Zi-dong1,2,LI Li1,2,NIE Su-fei1,2 (1.School of Civil Engineering & Mechanics,Huazhong University of Science and Technology,Wuhan 430074,China 2.Huibei Key Laboratory of Control Structure,Huazhong University of Science and Technology,Wuhan 430074,China )  
The temperature properties of LRB used in isolated bridges were studied.The seismic response of isolated bridges considering temperature effect were focused.The range of temperature is from-40℃ to 50℃ and the characteristics of LRB under different temperature environmental conditions were measured through quasi-static testing.Based on experimental results and using regression analysis,the correlation function between LRB and temperature was derived.A numerical model of isolated bridges under seismic excitation taking into account the effect of LRB was presented.From the comparative analysis of the results of pier shear,deck drift and deck acceleration,it is indicated that if temperature effect is unconsidered,higher deviation will take place in the results of pier shear and deck acceleration,nevertheless,deck drift is of less influence.
【Fund】: 国家电网公司科技项目(SGKJ[2007]413);; 国家自然科学基金资助项目(50878093)
【CateGory Index】: U442.55
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