摘要
结合京沪高速铁路桥梁的设计实践 ,对斜交无梁板桥进行计算分析 ,并与正交板桥进行比较 。
In order to serve the bridge design of Beijing-Shanghai high speed railway, the influence of oblique layout to the structural behaviors of no rib slab bridges was discussed in this paper, in ground of detailed analysis to the oblique bridges and comparisons with the upright cases. The results can provide supports of structural theory for the next detailed designs.
出处
《交通科技》
2004年第4期14-16,共3页
Transportation Science & Technology
关键词
京沪高速铁路
无梁板桥
斜交
结构行为
high speed railway
no rib slab bridge
oblique layout
structural behavior
