组合箱梁是一种新型的桥梁结构形式，它是由混凝土顶底板、体外预应力筋和波纹钢腹板三者构成的组合结构，是对传统的混凝土桥梁的一种改进。
The shear lag effect in the composite box girder with corrugated steel web was also studied with 3-D finite element analysis.
本文还就波形钢腹板PC组合箱梁的剪力滞效应做了一点讨论。
参考来源 - 装配式波形钢腹板PC组合箱梁桥的试验与有限元分析Based on the background—Donghai bridge, the research was developed to study the structural performance of Cable-Stayed Bridges with Steel-Concrete Combined Box Girder.
论文研究以钢—混凝土组合箱梁斜拉桥结构性能为研究对象，以东海大桥为背景，开展系列分析研究。
参考来源 - 钢—混凝土组合箱梁斜拉桥结构性能研究Composite box-girder with corrugated webs comes from the idea that reduces the thickness of webs, lightens the weight of box-girder,shortens the pre-stressed steel.
波形钢腹板组合箱梁这一新型桥梁结构就是基于减少腹板厚度,从而减轻箱梁自重,减少预应力筋用量这一思路而产生的。
参考来源 - 基于悬臂波形腹板箱梁剪力滞效应的力学特性及试验研究·2,447,543篇论文数据，部分数据来源于NoteExpress
波形钢腹板组合箱梁桥是一种新型的钢-砼组合结构。
The box girder with corrugated steel webs is a new type of composite steel-concrete structure.
组合箱梁结构充分利用了钢箱结构和混凝土结构的优点。
The composite box beam may make use of the advantage both the steel box beam and the reinforced concrete slab.
本合同段控制性关键工程是预应力砼连续组合箱梁的施工。
The controlled crucial works for this contract section is the construction for the prestressed concrete continuous combined box beam.
应用推荐