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- Box girder with inclined web 斜腹板箱梁
- The scheme is a transition between the box girder with vertical piers and the true arch. 该结构是具有垂直墩的箱梁桥钢与真正的拱桥之间的一种过渡形式。
- Stress influence on main girder with box cross section used in cable-stayed bridge caused by inclination of inclined web 斜腹板倾斜角度对斜拉桥箱形主梁应力的影响
- According to the mechanical character of simply supported steel box girder with prestressed tendons,and considering the interaction of tendons and girder, the finite element model is established. 根据预应力简支钢箱梁的受力特性,考虑预应力索与钢箱梁的相互作用,建立了有限元计算模型,有限元计算值与实测值吻合较好。
- Stiffness matrix of finite stripe element suitable for analysis of shear lag effect are derived fromanalysis of sbear lag effect of multicell box girder with the generalized finite stripe method. 用广义的有限条方法分析了多室箱梁的剪滞效应,推导了适用于分析剪滞效应的有限条单元刚度矩阵。
- Shear Lag Study of Box Girder with Thin-wall 箱形薄壁梁剪力滞效应研究
- thin-walled box girder with variable cross-section 变截面薄壁箱梁
- thin-walled box girder with variable height 变高度薄壁箱梁
- the casting-in-place box girder with large span 大跨度现浇箱梁
- composite box girder with corrugated steel webs 波形钢腹板组合梁
- Analysis shows that the stress distributions of main girder are reasonable when the inclined web thickness is around 30 cm. 分析表明:斜腹板厚度为30 cm左右时,主梁的应力分布比较合理。
- box girder with trapezoidal section 梯形截面箱梁
- continuous box girder with one box double cells 单箱双室连续箱梁
- Some beneficial suggestions were raised for installing steel box girders with the cantilevering method. 对悬拼法钢箱梁安装提出了一些有益的建议。
- Experiment study of shear lag effect of composite box girder with corrugated steel web under the symmetrical load 波形钢腹板组合箱梁在对称加载作用下剪力滞效应的试验研究
- This four parts assembled rim with inclined profile is used commonly for international ind ustrial vehicles. 四件式斜底轮辋是国际工业车辆最常用的类型。
- 3-D FINITE ELEMENT ANALYSIS ON SHEAR LAG EFFECT IN COMPOSITE BOX GIRDER WITH CORRUGATED STEEL WEB 波形钢腹板组合箱梁剪力滞效应的空间有限元分析
- Shear Lag Analysis of Cantilever Box Girder with Varying Depth 变截面悬臂箱梁剪滞效应分析
- Analysis of Reasonable Thicknesses of Inclined Webs of Main Box Girders Used in Cable-stayed Bridges 斜拉桥箱形主梁斜腹板的合理厚度分析
- Shear lag of the thin-wall box girder with varying depths 变高度薄壁箱梁的剪力滞