摘要
本文介绍了长沙站新型斜拉式硬横跨的结构型式、设计思路 ,解决了普通硬横跨柱底荷载偏大的问题 。
The paper introduces a new structural style of stayed and design means about stayed portal in Changsha Station.It solved a large load occurred at pilliar bottom in ordinary stayed portal structure and provide us an adoptable experience for future.
出处
《铁道工程学报》
EI
2002年第1期99-102,共4页
Journal of Railway Engineering Society
