Study on the Rational Type of Long-Span Suspension Bridge(Ⅰ)──Suspension Bridge with Inclined Cable

Journal of Chongqing Jiaotong University(Natural Science) ›› 1995, Vol. 14 ›› Issue (4): 1-4.

Study on the Rational Type of Long-Span Suspension Bridge(Ⅰ)──Suspension Bridge with Inclined Cable

Xiang Zhongfu,Xu Junlan

Dcpartment of Bridge and Structure Engineering

Received:1995-04-12 Revised:1995-05-04 Online:1995-12-15 Published:2015-04-15

大跨吊桥合理形式研究(Ⅰ)—带斜拉索的吊桥

向中富，徐君兰

重庆交通学院桥梁及结构工程系

作者简介:向中富,男,35岁,讲师
基金资助:
国家自然科学基金

Abstract

Abstract: Based on the model test,in this paper, the stiffening-effect of inclined cable installed in the suspen-sion bridge of traditional type is studied.

Key words: susponsion bridge of traditional type, inclined cable, stiffening-effect

摘要： 本文通过吊桥模型实验研究在传统型式吊桥上增设斜拉索后对结构在外荷载作用下的刚度的影响。

关键词: 传统吊桥, 斜拉索, 加劲作用

CLC Number:

U448.27

Xiang Zhongfu,Xu Junlan. Study on the Rational Type of Long-Span Suspension Bridge(Ⅰ)──Suspension Bridge with Inclined Cable[J]. Journal of Chongqing Jiaotong University(Natural Science), 1995, 14(4): 1-4.

向中富，徐君兰. 大跨吊桥合理形式研究(Ⅰ)—带斜拉索的吊桥[J]. 重庆交通大学学报（自然科学版）, 1995, 14(4): 1-4.