@article{ZHAXI2021, 
author = {Luo-bu ZHAXI and Yong-zong SILANG and Wen-ping XU and Hong-yi LI and Yin-jia SHU},
title = {Study of 500-Meter Hyperbolic Parabolic Space Cable Pedestrian Suspension Bridge},
year = {2021},
journal = {Journal of Highway and Transportation Research and Development (English Edition)},
volume = {15},
number = {4},
pages = {90-95},
keywords = {bridge engineering, hyperbolic paraboloid, mixed space cable, suspension bridge, wind resistance stability, pedestrian bridge},
url = {https://www.sciopen.com/article/10.1061/JHTRCQ.0000803},
doi = {10.1061/JHTRCQ.0000803},
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.}
}