摘要
结合徐州市跨铁路站场立交桥介绍了斜拉桥的设计情况和局部横隔板的空间应力分析,为以后国内相似的大跨度斜拉桥桥梁的设计提供相应的参考数据。
Combined with overpass works in station yard over railway of Xuzhou the design situations of cable-stayed bridge are introduced. Special stress analysis of diaphragm plate of this cable-stayed bridge is analyzed, which provide good references for the design of similar cablestayed bridge with large-span in the future.
出处
《山西建筑》
2007年第21期317-318,共2页
Shanxi Architecture
关键词
斜拉桥
设计
横隔板
应力
墩梁固结
cable-stayed bridge, design, diaphragm plate, stress, pier-beam consolidation
