摘要
悬带桥是一种新型组合体系桥型,由车道梁、立柱、悬带等部分组成。悬带桥有着其他各类桥型不具备的优点,本文拟从悬带桥的美学特征、结构受力、动力稳定性和施工工艺上进行分析评价,探讨其用作大跨径桥梁的可行性。
Stress-ribbon Bridge is a new kind of combination system bridge type,it is consist of driveway beam, pillar and stress-ribbon etc, and has some advantages which other bridge types don't possess. In this paper, the author tried to analyze structure pressure, stability, construction craft and discussion the possibility stress-ribbon bridge type using as long-span bridge.
出处
《浙江工商职业技术学院学报》
2007年第2期49-51,共3页
Journal of Zhejiang Business Technology Institute
关键词
悬带桥
大跨径
稳定性
可行性
stress-ribbon bridge
long-span
pressure
stability
construction craft
possibility