摘要
本文用板梁组合模型讨论了Winkler地基上的斜交箱形地道桥在不同地基条件下的内力分布,同时还分析了外交地道桥在竖向偏载作用下Winkler地基模型的合理性.
In this paper the distribution of internal force for oblique crossing box frame subsurface road bridge on Winkler foundation is discussed by use of the plate and beam composite model.In the meanwhile, the validity of Winkler foundation assumption to oblique crossing box frame subsurface road bridge under various partial loading conditions is analyzed as well.
出处
《土木工程学报》
EI
CSCD
北大核心
1994年第5期62-67,共6页
China Civil Engineering Journal
