人行斜跨钢箱拱桥设计与分析

Design and Analysis of Pedestrian Inclined-span Steel Box Arch Bridge

摘要:

介绍某城市人行钢箱斜跨拱桥的总体设计方案；建立空间有限元模型分析设计控制要点，包括索力、应力、位移、动力特性和稳定性。结果表明各项静动力指标均满足规范要求。介绍桥面铺装和抗浮销铰两个特色设计，可增强结构安全性、耐久性和景观性，以期为类似人行桥梁设计提供参考。

Abstract:

The overall design scheme of an urban pedestrian steel box inclined-span arch bridge is introduced. The spatial finite element model is established to analyze the design control essentials including the cable force, stress, displacement, dynamic characteristics and stability. The result shows that various static and dynamic indexes all meet the standard requirements. Finally, two feature designs of deck pavement and anti-floating pin hinge are introduced, which can enhance the structure safety, durability and landscape in order to provide the reference for the design of the similar pedestrian bridges.