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超大跨度斜拉桥方案设计
Design of Cable-stayed Bridges with Ultra Long Main Span
【摘要】 以伶仃洋大桥伶仃西航道主桥950m斜拉桥方案设计为背景,阐述了超大跨度斜拉桥设计所应考虑的各项因素,并对该结构的静力、动力、地震力等方面作了全面的验算和安全性评估,肯定了中国建造超大跨度斜拉桥的现实性
【Abstract】 In this paper, based on the design, conception and character of the LingDing West Channel Cable-stayed Bridge with 950 m center span, we expound all kinds of factors which should be taken into account when ultra-long span cable-stayed bridge is designed, check the bearing capacity of dead and live load, dynamic load and seismic load, assess the safety of the structure, and prove the probability of constructing this kind of bridges.
【关键词】 斜拉桥;
超大跨度;
混合式;
设计;
体系;
地震反应;
风稳定;
【Key words】 Cable-stayed bridge; Ultra long span; Composite form; Design; System; Seismic response; Stability of wind;
【Key words】 Cable-stayed bridge; Ultra long span; Composite form; Design; System; Seismic response; Stability of wind;
- 【文献出处】 同济大学学报(自然科学版) ,JOURNAL OF TONGJI UNIVERSITY , 编辑部邮箱 ,1999年02期
- 【分类号】U442.54
- 【被引频次】25
- 【下载频次】179