摘要
本文用有限条法计算了单箱双室箱形截面梁在标准布载情况下的横向弯矩,得到了顶板沿横向的弯矩包给图。据此,对照了按现行桥规关于有效宽度的规定和平面框架法、连续板简化法的计算结果,并得出有益的结论。
Using the finite strip method. this paper calculates the lateral moments of twin-cell box. girder under typical arrangement of loads, and obtaines the curves covering maximum lateral moments for top flanges of all sections. Based on these results, we can compare it with those, obtained by simplified methods either of plane frame analysis or of continuous slab analysis according to effective width provision of current' Highway Bridge Code', then we reached useful conclusions, which will be available for designs.
出处
《中国公路学报》
EI
CAS
CSCD
北大核心
1996年第4期65-69,共5页
China Journal of Highway and Transport
关键词
双室箱梁顶板
横向内力
计算
公路桥
设计
Twin-cell box girder, Effective width, Method of plane frame analysis,Method of continuous slab analysis