斜塔斜拉桥的力学分析 |
| |
引用本文: | 马牛静,李平杰.斜塔斜拉桥的力学分析[J].北方交通,2008(10). |
| |
作者姓名: | 马牛静 李平杰 |
| |
作者单位: | 华南理工大学土木与交通学院,广州,510640 |
| |
摘 要: | 斜塔斜拉桥是一种新型桥梁结构形式,该桥型结构特殊且受力复杂,主要是通过塔的倾斜来平衡桥面恒载和活载。通过一般斜拉桥的分析理论来分析斜塔斜拉桥,其关键是考虑主塔的倾斜,进一步通过对斜塔的受力分析,得出斜塔斜拉桥的力学分析方法。
|
关 键 词: | 斜塔斜拉桥 力学分析 索力 背索 |
Analysis of Mechanics for Cable Stayed Bridge with Diagonal Tower |
| |
Authors: | MA Niu-Jing and others |
| |
Institution: | MA Niu-Jing and others |
| |
Abstract: | The cable stayed bridge with diagonal tower is a new type of bridge structure.Present structure is particular and its load-bearing is complex,so the dead and live loads of deck are balanced mainly by tower obliqueness.When analyzing the cable-stayed bridge with diagonal tower by general analytic theory,the key lies in taking the obliqueness of main tower into accout.In response to further analysis of load-bearing of diagonal tower,the mechanics analyzing methods for this type of bridge are obtained. |
| |
Keywords: | Cable-stayed bridge with diagonal tower Analysis of mechanics Cable force Back cable |
本文献已被 CNKI 维普 万方数据 等数据库收录! |
|