Calculation of Load Lateral Distribution for Hinged Slab Bridge with Different Stiffness between Outside Slabs and Inside Slabs

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Abstract:

Based the hinged slab bridge theory and fundamental of structural mechanics, calculation formulas of load lateral distribution are deduced for hinged slab bridge with different rigidity between outside slabs and inside slabs, which make the hinged slab theory more perfect. Finally, a practical example is calculated and its results are compared with the results calculated by Equivalent Stiffness Method.

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2530-2534

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May 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Yi-qiang Xiang. Journal of Wuhan Urban Construction Institute, 1991,vol8(3),P91-96 (In Chinese)

Google Scholar

[2] Zhong-wei Wang.Journal of Zhejiang Vocational and Technical Institute of Transportation, Vol.4 NO.1, Mar. 2003,P13-19 (In Chinese)

Google Scholar

[3] Min-qiang Wang, Xue Fei, Zhang Heng, hong-chao Xu. Engineering Journal of Wuhan University, Vol. 37 No. 4, Aug. 2004(In Chinese)

Google Scholar

[4] Li-chu Fan, Bridge Engineering. Bei Jing: China Communications Press,2001 (In Chinese)

Google Scholar

[5] Yi-qian Li, Guang-ming Zhao, Zheng-wu Yu. Highway,1997(1),P19-21. (In Chinese)

Google Scholar