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- A Finite Element Method for Slab Beam Segment of Skew Box Girder 斜交箱梁的板梁段有限元法
- Grillage Analogy Analysis of Skew Box Girder Bridges 斜交箱梁桥的格子梁模拟分析
- An unified model for continuous skew box girder bridges 连续斜箱梁桥的统一计算模式
- Finite Element Analysis of Shear Lag Effect of Skew Box Girder Bridges 斜交箱梁桥剪滞效应的有限元分析
- Three-dimensional simulation calculation of skew box girder and static load test 斜交箱梁的三维实体仿真计算及其静载测试
- Model test study of vibration characteristics on PC skew box girder bridge of Civil high speed railway 高速铁路PC斜交箱梁桥振动特性模型试验研究
- curved skew box girder bridge 弯斜箱梁桥
- skew box girder 斜交箱梁
- skew box girder bridge 斜箱形梁桥
- Sum up experiences in the production of box girder. 就制作箱形梁总结制作中经验及体会。
- The main studying object is the transverse dolly of the box girder. 本论文主要研究的内容为：针对两侧箱梁横移车运动需要同步的要求，对箱梁横移车的推进液压系统及运动同步控制系统进行分析和设计。
- 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。
- The successful alternative was the cast-in-place segmental prestressed concrete box girder. 最后采用的方案是分段现浇的预应力混凝土箱形梁。
- Each bundle of strands is connected to one side of the center web of the two cell box girder. 每束钢缆锚固在双箱梁的中间腹板的一侧。
- A bridge with main spans(29+2×35+29) m and two separate single? cell single box girders on Hankou? Shigang Highway is a reinforced concrete continuous skew girder bridge at an angle up to41°. 某桥为一座交角达41°大斜度钢筋混凝土连续斜交梁桥,主桥孔跨布置为(9+×5+9),断面为两独立的单箱单室。
- The paper analyses the nonlinear cracking behavior of reinforced concrete box girder. 对钢筋混凝土箱梁受力开裂破坏的非线性机理进行了研究。
- This paper introduces structure of waveform steel web prestress concrete box girder and construction method for several bridges. 介绍了波形钢腹板预应力混凝土箱梁的结构和几座桥梁的施工方法。
- Construction technical of the elected bridge monolithic box girder was briefly introduced. 摘要简要介绍了城市轨道交通中运架一体式架桥机架设高架桥整孔箱梁的施工技术。
- Then the modem design method-optimum design to box girder is adopted by two methods (including finite element method). 用两种方法（包含有限元分析方法）对箱形梁桥架进行优化设计。
- In cross section the total deck width is1158 ft with the torsionally rigid spine box girder having a width of39 ft4 in. 横断面上，桥面总宽115．英尺，其中具有抗扭刚度的脊骨箱梁宽39英尺4英寸。
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- 深远海浮式风电平台 - deep-sea floating wind power platform
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- 京雄高速公路 - Beijing-Xiongan expressway
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- 农业及相关产业增加值 - the added value of agriculture and related industries
