节点文献
大跨径无背索斜拉桥的动力特性分析
Dynamic Performence Analysis of Long Span Cable-Stayed Bridges without Back-Stays
【摘要】 本文结合一座跨径为223.1m的无背索斜拉桥方案,初步探讨了三座大跨径无背索斜拉桥的动力特性,并分析了斜拉索、主梁、桥塔的刚度变化及辅助措施对结构动力性能的影响,为以后同类桥梁的动力设计提供借鉴。
【Abstract】 Based on one project of long span cable-stayed bridge without back-stays,the dynamic performance of this kind of bridge is discussed briefly.Influences of design parameters,such as cable,girder,pylon and auxiliary measures,to dynamic performance are also analyzed,which can serve as a guide to design.
【关键词】 无背索斜拉桥;
动力特性;
参数分析;
【Key words】 cable-stayed bridge without back-stays; dynamic performance; parametric analysis;
【Key words】 cable-stayed bridge without back-stays; dynamic performance; parametric analysis;
- 【文献出处】 结构工程师 ,Structural Engineers , 编辑部邮箱 ,2006年05期
- 【分类号】U448.27
- 【被引频次】18
- 【下载频次】232