摘要
矮塔斜拉桥作为一种介于连续梁桥与斜拉桥之间的新型桥梁,它的力学行为介于两者之间。借鉴斜拉桥中的拉索布置,针对不同布索方式的计算表明:矮塔斜拉桥的布索方式不同,将直接导致主梁的受力大小不同。密索布置优于稀疏索布置,但其优势不明显,从布索方式上看,辐射式明显优于竖琴式和扇形。
As a new-style bridge between continuous girder bridge and cable-stayed bridge, extradossed cable-stayed bridge has some mechanical behaviors between them. Using the cable＇ s disposition in cable-stayed bridge for reference, the different disposition of cable in extradossed stayed bridge are analyzed, and the conclusion is got as follows, the different disposition of cablecable will make the main girder have different force, but the discrepancy is not very obvious. Close dispo- sition of cable is superior than sparse disposition, but the predominance is not distinct. By analyzing the fashion of the disposition, radiate style is better than harp style and fan-shaped style obviously.
出处
《交通标准化》
2009年第19期63-67,共5页
Communications Standardization
关键词
矮塔斜拉桥
布索方式
结构性能
extradossed cable-stayed bridge
style of cable disposition
structural performance
