• The longitudinal girder forms part of the parapets.

    纵梁成为栏杆一部分。

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  • Compared with ordinary continuous longitudinal girder, this type of wharf has an obvious decrease in internal forces.

    通过内力计算并传统板式码头比较,结果表明码头结构形式跨内力明显减小

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  • It is proved when the longitudinal girder is far sway from the grounding area, it fails to play its energy absorption ability and fails to show its grounding-resistance effect.

    远离搁浅区域时,能力无法发挥,抗搁浅作用明显削弱。

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  • The principal tensile stress check is introduced in order to verify the adequacy of webs of segmental concrete girder Bridges for longitudinal shear and torsion.

    主要应力检查旨在确认分段混凝土桥梁腹板用于纵向剪切扭曲充分性

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  • These supports, in addition to carrying local loads from cargo, etc, serve to keep the deck and bottom from moving toward each other as a result of longitudinal bending of the hull girder.

    这些支撑运载来自货物等等局部载重之外,也保持甲板底部避免由纵向船体纵桁弯曲造成相互位移。

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  • Cyclic bending tests of a box girder with longitudinal stiffeners were also carried out.

    进行了加强形薄壁模型循环弯曲试验

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  • The bottom plating is a principal longitudinal member providing the lower flange of hull girder.

    船底板构成船体缘板主要纵向构件

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  • The girder is discretized along its longitudinal axis into a number of blocks, the number of which is depending on the degree of accuracy of the solution required.

    基本想法沿轴线将梁体横向切割成若干节,节段数目计算精度控制

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  • Mechanics behaviors of Sutong bridge were computed by this method, and longitudinal stress, transversal stress of plates of the girder and section stress distribution were discussed consequently.

    利用方法苏通大桥进行整体受力计算,得到钢箱梁桥向和顺桥向应力,分析了钢箱梁顶板应力在横桥向的不均匀性

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  • The superstructure of the main spans of Jincheng Bridge in Wuxi is a prestressed concrete continuous box girder with its longitudinal and transverse prestressing ducts grouted by vacuum method.

    无锡金城大桥主跨上部结构预应力混凝土连续箱梁横向预应力孔道压浆采用真空辅助压浆工艺。介绍该真空辅助压浆的施工工艺。

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  • Tests show that the cross section of the whole deck, working jointly as the lower flange of the main girder, should be taken for the calculated section subjected to longitudinal prestressing force.

    试验证明纵向预应力作用下的计算截面取道床板全部截面作为主梁共同工作

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  • Visual observations showed that a horizontal displacement in the longitudinal direction of the bridge developed between the tie girder and the top flange of the floor beam at the end connection.

    肉眼观察表明在端节点处横梁之间产生一种沿桥梁纵向水平位移

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  • Visual observations showed that a horizontal displacement in the longitudinal direction of the bridge developed between the tie girder and the top flange of the floor beam at the end connection.

    肉眼观察表明在端节点处横梁之间产生一种沿桥梁纵向水平位移

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