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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
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