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《Earthquake Engineering and Engineering Vibration》 2003-02
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Analysis of measured deflection of bridge at Taolaizhao across Songhuajiang river

HOU Xingmin1,2, YANG Xueshan2, MA Shulin2, FU Jinke1, HUANG Qiao1, SUN Zhiyuan2(1.Harbin Institute of Technology, Harbin 150001, China; 2. Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080, China)  
Deflection measurement results of bridge at Taolaizhao across the Songhuajiang river are analyzed in this paper. Both static and dynamic deflections are measured by using QY inclinometer. Comparison between the measurement results with QY inclinometer and photoelectric bridge deflection gauge shows that QY Inclinometer is reliable and has high precision.
【Fund】: 科技部技术开发研究专项基金项目;; 哈尔滨市重点科技攻关计划项目(0014211044)
【CateGory Index】: U446
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1 HOU Xingmin1,2, YANG Xueshan2, MA Shulin2, FU Jinke1, HUANG Qiao1, SUN Zhiyuan2(1.Harbin Institute of Technology, Harbin 150001, China; 2. Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080, China);Analysis of measured deflection of bridge at Taolaizhao across Songhuajiang river[J];Earthquake Engineering and Engineering Vibration;2003-02
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