The Dynamic Characteristics of Rigid Frame Single-Rib Arch Bridge

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In this paper, by establishing the finite element model to study the dynamic characteristics of rigid frame single-rib arch bridge. By respectively changing structural parameters of the span ratios, and the compressive stiffness of arch, and the bending stiffness of arch, and the bending stiffness of bridge girder, and the layout of boom to find out the regularity of the structure on lateral stiffness, and vertical stiffness, and torsional stiffness as well as dynamic properties, it come out the results of that lateral stiffness of the structure is weaker, and increasing the span ratios and the compressive strength of arch are conducive to the improvement of the overall stiffness, and improving the bending strength of arch and layout of boom are less effect on the overall stiffness and mode shape.

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1426-1430

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August 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Liu Airong, Zhang Junping, Yu Qicai. Study on dynamic properties and traveling wave effect of Xinguang Bridge. Journal of Guangzhou University. Vol. 6, No. 4, pp.74-80, (2007).

Google Scholar

[2] Ren Weixin, Peng Xuelin, Lin Youqin. Experimental and analytical studies on dynamic characteristics span cable-stayed bridge. Engineering Structures, Vol. 27, No. 4, pp.535-548, (2005).

DOI: 10.1016/j.engstruct.2004.11.013

Google Scholar

[3] Li Guohao. Stability and vibration of bridge structure. Beijing: China Railway Press. Chen Huai , Shen Zhehui , Hu Feng(2005).

Google Scholar

[4] Li Jingbin, Ge Sujuan, Chen Huai. Seismic Behavior Analysis of a 52m span Continuous Half through CFST Arch Bridge. World Earthquake Engineering, Vol. 21, No. 3, pp.110-115. (2005).

Google Scholar

[5] Han Wanshui, Huang Pingming , Lan Yan. Dynamic analysis of arch bridges st rengthened with high strength mico-expansive lightweight aggregate concrete. Journal of Chang'an University(Natural Science Edition), Vol. 25, No. 4, pp.44-47. (2005).

Google Scholar

[6] Zhang Yunbo, Chen Wei, Lin Yusen. Analysisof parameters for natural vibration of long span suspension bridge. East China Highway, 12 (6), pp.3-6. (2002).

Google Scholar

[7] Soyluk K. Comparison of random vibration methods for multi-support seismic excitation analysis of long-span bridges. Engineering Structures, Vol. 26, No. 11. pp.1573-1583. (2004).

DOI: 10.1016/j.engstruct.2004.05.016

Google Scholar