节点文献
石家渡漓江大桥索力计算与施工差异探讨
Discussion on the difference of cable forces between theoretic calculation and practice construction of Shijiadu Lijiang River Bridge
【摘要】 从石家渡漓江大桥索力计算与实际施工差异着手 ,探讨钢管混凝土拱桥吊装斜拉扣挂系统中扣索力计算的方法 ,并针对计算假设与实际施工方法的差异提出对计算方法修正的建议 ,可使实际施工节省扣索 ,并减少施工量
【Abstract】 In this paper,some suggestions are made after discussion about the calculation methods of cable forces in oblique draw - buckle - hanged construction system of CFST arch bridge,considering the difference of cable forces between theoretic calculation and practice construction of Shijiadu Lijiang River Bridge.Construction cables and works will be reduced by using the new way.
【关键词】 钢管混凝土拱桥;
吊装;
斜拉扣挂系统;
扣索;
【Key words】 concrete filled steel tube arch bridge; oblique draw- buckle- hanged construction system; erection; cabl;
【Key words】 concrete filled steel tube arch bridge; oblique draw- buckle- hanged construction system; erection; cabl;
【基金】 国家自然科学基金 ( 1 9872 0 2 0 );广西科技攻关计划资助项目 (桂科攻 0 0 1 2 0 1 8)
- 【文献出处】 广西大学学报(自然科学版) ,Journal of Guangxi University(Natural Science Edition) , 编辑部邮箱 ,2003年04期
- 【分类号】U441.5
- 【被引频次】4
- 【下载频次】78