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极值风环境下空间缆索体系悬索桥吊索耐久可靠度分析

兰义哲 葛耀君 杨詠昕

结构工程师2024,Vol.40Issue(3):86-94,9.
结构工程师2024,Vol.40Issue(3):86-94,9.

极值风环境下空间缆索体系悬索桥吊索耐久可靠度分析

Durability and Reliability Analysis of Hangers of A Suspension Bridge with Spatial Cables under Extreme Wind Load

兰义哲 1葛耀君 1杨詠昕1

作者信息

  • 1. 同济大学土木工程防灾减灾全国重点实验室,上海 200092
  • 折叠

摘要

Abstract

Spatial-cable suspension bridges consist of main cables and hangers inclined either to the inner or outer side in the transverse direction of the bridge.The hangers play a vital role in load transmission;however,their resistance decreases with the bridge's service life,leading to an increase in component failure probability and structural safety concerns.In this study,a steel box girder suspension bridge with a main span of 1666m serves as the engineering background,and seven designs of the suspension bridge with different inclination angles of main cables are proposed.By establishing the time-varying probability models of the resistance,internal forces under dead load and internal force under wind load only,the variation of the reliability index of hangers with the service period under the condition of the dead load and the extreme static wind load is analyzed and compared.The study shows that within ten years of the steel wire starting to corrode,the distribution of resistance of hangers affected by uniform and pitting corrosion does not reject the gamma distribution.From the 10th to 30th year,the distribution of resistance of hangers does not reject the Weibull distribution.The distribution of internal force of hangers under wind load only does not reject the logarithmic normal distribution within 40 years of service.The time-varying reliability index of all the hangers of the suspension bridge is uncorrelated with the inclination angle of the cables,and the variation of the time-varying reliability index of the hangers at different positions of the same suspension bridge is consistent.

关键词

空间缆索悬索桥/内倾角/吊索耐久性/极值风荷载/概率模型/可靠度分析

Key words

suspension bridge with spatial cables/inclination angle/durability of hangers/extreme wind load/probability model/reliability analysis

引用本文复制引用

兰义哲,葛耀君,杨詠昕..极值风环境下空间缆索体系悬索桥吊索耐久可靠度分析[J].结构工程师,2024,40(3):86-94,9.

基金项目

国家自然科学基金资助项目(52178503) (52178503)

结构工程师

OACSTPCD

1005-0159

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