Test and numerical investigations on static and dynamic characteristics of extra-wide concrete self-anchored suspension bridge under vehicle loads

Author:

Zhou Guang-pan,Li Ai-qun,Li Jian-hui,Duan Mao-jun

Publisher

Springer Science and Business Media LLC

Subject

Metals and Alloys,General Engineering

Reference20 articles.

1. LI Jian-hui, LI Ai-qun. Calculation, monitoring and assessment of spatial cable self-anchored suspension bridges [M]. Beijing: China Communication Press, 2011. (in Chinese)

2. SUN J, MANZANAREZ R, NADER M. Suspension cable design of the new San Francisco Oakland Bay Bridge [J]. Journal of Bridge Engineering, 2004, 9(1): 101-106.

3. KIM H K, LEE M J, CHANG S P. Determination of hanger installation procedure for a self-anchored suspension bridge [J]. Engineering Structures, 2006, 28(7): 959-976.

4. WANG Hao, LI Ai-qun, GUO Tong, ZHAO Geng-wen. Experimental study of the steel box girder force state for a long-span suspension bridge under vehicle loads [J]. Journal of Experimental Mechanics, 2009, 24(1): 27-34. (in Chinese)

5. LI Xiao-zhen, ZHANG Li-ming, ZHANG Jie. State-of-the-art review and trend of studies on coupling vibration for vehicle and highway bridge system [J]. Engineering Mechanics, 2008(3): 230-240. (in Chinese)

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