The ship's hull is a thin-walled box girder structure composed of stiffened panels.
船体是由加筋板组成的薄壁箱形梁结构.
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跨江大桥为纵向不对称现浇悬臂施工连续箱梁桥,施工难度大、技术复杂.
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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.
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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.
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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.
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Under the action of load, the box-girder bridge may present the phenomenon of shear lag.
箱形截面梁桥在荷载作用下, 会产生剪力滞效应.
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It is a new method displacementform in analysis of shear lag effect on thin-walled box girder.
为薄壁箱梁的剪力滞效应分析提供了新的思路和方法.
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And then contrast the computed result the plane's box girder, proposes some meaningful conclusion. "
对比平面的箱形梁计算结果, 提出有意义的结论.
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But setting of these abutments leads to more complex mechanics in cross diaphragm and box girder.
然而,这些墩的设置导致箱梁及横隔梁的受力更趋复杂.
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随着我国高等级公路的发展, 预应力混凝土连续箱梁桥在桥梁建设中得到更为广泛的应用.
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This makes the box girder the ideal choice for bridges with any significant curve in them.
这使得箱梁的理想选择桥梁与任何重大的曲线他们.
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混凝土箱梁的温度作用效应直接影响施工过程的安全性及后期使用阶段的可靠性.
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Using resistance target, a new mix design method for large-span concrete box girder was put forward.
基于箱梁混凝土的抗裂性, 提出了新的大 跨 径箱梁混凝土配合比优化设计方法.
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实践表明,通过严格的现场质量控制,青岛海湾大桥60m预应力混凝土箱梁整体预制施工,无论其内在质量还是外观质量均达到预期的效果。
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文章通过建立空间有限元模型,模拟并分析了箱梁悬臂段施工过程中的荷载效应,探讨了裂缝产生的原因并由此提出了相应的施工措施;
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钢箱拱肋组合梁桥面系提篮拱桥结构计算的几点探讨梁腋,拱腋,拱的托臂
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城市鱼腹式连续箱梁桥采用钢管支架竹胶板底模的施工方法(鱼腹腔中的)黑膜
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