Wind Resistance Analysis for H-shaped Hanger of Long-span Steel Arch Bridge

被引：0
|
作者：
Hua, Wei [1 ]
机构：
[1] Henan Prov Commun Qual Controlln Stitute, Zhengzhou 450016, Peoples R China
来源：
2020 2ND GLOBAL CONFERENCE ON ECOLOGICAL ENVIRONMENT AND CIVIL ENGINEERING | 2020年 / 568卷
关键词：
D O I：
10.1088/1755-1315/568/1/012002
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper presents the development history of arch bridge and the structural system of long-span steel arch bridge as well as the damage and load types of wind-induced vibration. It also analyses the characteristics of wind load on an arch bridge especially the half-through or through-type steel arch bridges, the effect of wind-induced vibration on H-shaped hangers. Finally, it introduces the measures to reduce wind-induced effect on long-span steel arch bridges with H-shaped hangers.
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页数：5
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