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Study of 500-Meter Hyperbolic Parabolic Space Cable Pedestrian Suspension Bridge

Luo-bu ZHAXI1( )Yong-zong SILANG2Wen-ping XU3Hong-yi LI3Yin-jia SHU3
Research Institute of traffic survey and design of Tibet Autonomous Region, Lhasa Tibet, China, 850000
College of Engineering, Tibet University, Lhasa Tibet, China, 850000
College of Civil Engineering, Southeast University, Nanjing Jiangsu 210096, China
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Abstract

This paper proposes a hyperbolic parabolic space cable pedestrian suspension bridge structure system based on the egg-shaped arched tower based on the wind resistance requirements of a super-long-span pedestrian suspension bridge. Parallel cables bear vertical loads, and two sets of cable systems of hyperbolic parabolic carbon fiber space cables and wind-resistant cables improve torsional stiffness, work together, complement each other, and significantly increase space rigidity. It can fundamentally solve the problem of wind stability of extra-long-span pedestrian suspension bridges, and can build 500-meter-long super-span pedestrian suspension bridges.

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Journal of Highway and Transportation Research and Development (English Edition)
Pages 90-95

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Cite this article:
ZHAXI L-b, SILANG Y-z, XU W-p, et al. Study of 500-Meter Hyperbolic Parabolic Space Cable Pedestrian Suspension Bridge. Journal of Highway and Transportation Research and Development (English Edition), 2021, 15(4): 90-95. https://doi.org/10.1061/JHTRCQ.0000803

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Received: 25 December 2021
Published: 01 December 2021
© The Editorial Office of Journal of Highway and Transportation Research and Development (English Edition)