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肋板
相关语句
  ribbed slab
    Simplified Analysis of Carriageway Slab for Ribbed Slab Bridge
    肋板式桥行车道板的简化分析
短句来源
    Analysis of Shear Lag of Ribbed Slab Structure Under Combined Bending and Axial Loading
    压弯荷载共同作用下肋板结构剪力滞分析
短句来源
    The Research Application of the Ribbed Slab System in the Bridge Engineering
    肋板体系在桥梁工程中的应用研究
短句来源
    The finite element analysis on the monolithic structure of large buttressed quay wall and the result analysis on ribbed slab and upright plate were given in the paper through the actual example of the Phase Two Project of Huangpu Xingang. The proposal of improving the reinforcement method for large buttressed quay wall was finally given in the paper.
    就广州黄埔新港二期工程扶壁码头实例 ,对大型扶壁整体结构进行有限元分析 ,并对肋板、立板进行成果分析 ,最后对改进大型扶壁配筋方法提出了建议
短句来源
  “肋板”译为未确定词的双语例句
    The study of the stress distribution characteristic on separated girder-plate section of prestressed concrete cable stayed bridge
    混凝土斜拉桥肋板式主梁截面应力分布特性
短句来源
    The paper gives the calculation formula of the steel box beam rib plate,side line length and coordinate of transition curve sections combined with construction practice.
    本文结合施工实践,推导给出了缓和曲线段钢箱梁肋板、边线长度和坐标的计算公式,用于缓和曲线钢箱梁和其它结构梁的放样计算。
短句来源
    According to the design and construction of the third Xiangjiang river bridge in Xiangtan city of Hunan province, the finite element analysis and 1∶3.2 segmental model experiment were made.
    结合湘潭市湘江三大桥主孔斜拉桥的设计与施工 ,采用 1∶3.2的比例缩尺进行了肋板式截面主梁节段模型试验研究及有限元分析 .
短句来源
    SHEAR LAG EFFECT ANALYSIS FOR BEAM-AND-SLAB DECK UNDER AXIAL LOAD
    肋板结构受压构件的剪力滞效应分析
短句来源
    THREE DIMENSIONAL ANALYSIS FOR LOCAL-OVERALL INTERACTIVE BUCKLING LOAD OF A LARGE-SPAN CABLE-STAYED CONCRETE BRIDGE WITH BEAM-AND-SLAB DECKS
    肋板结构主梁混凝土斜拉桥相关屈曲极限承载力空间分析
短句来源
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  ribbed slab
The prototype bearing walls were assumed to support tributary vertical loads from a 4.5-meter end span of a one-way ribbed slab.
      


The paper gives the calculation formula of the steel box beam rib plate,side line length and coordinate of transition curve sections combined with construction practice.

本文结合施工实践,推导给出了缓和曲线段钢箱梁肋板、边线长度和坐标的计算公式,用于缓和曲线钢箱梁和其它结构梁的放样计算。

The No.0 block of concrete continuous girder is in complicated stress state under the action of big bearing support counterforce and prestressed stress in three dimensions. The phenomenon of stress centralization in soleplate and costal board nearby the bearing support is in evidence. It expends quite longtime in the duration of concrete construction, because of the very large amount of concrete. It is easy that the asymmetric distortion of bracket crazes the concrete. The paper puts forward the construction...

The No.0 block of concrete continuous girder is in complicated stress state under the action of big bearing support counterforce and prestressed stress in three dimensions. The phenomenon of stress centralization in soleplate and costal board nearby the bearing support is in evidence. It expends quite longtime in the duration of concrete construction, because of the very large amount of concrete. It is easy that the asymmetric distortion of bracket crazes the concrete. The paper puts forward the construction method that bring equivalent prestressed pressure to bear on No.0 block bracket of cantilever constructed bridge. This method can availably prevent the concrete crack and economize very much charge when it is compared with the traditional method that throw advanced press with conversion weight. At the same time, the paper introduces the design thinking of the light bracket which can be consulted and used for reference with similar engineering.

混凝土连续梁 0 #块在三向预应力及大吨位支座反力作用下处于复杂的应力状态 ;支座附近的底板、肋板的应力集中现象十分突出。施工中由于混凝土圬工量大使得灌注时间较长 ,支架的不均匀变形易导致混凝土开裂。本文提出了悬灌桥 0 #块托架体外预应力等效预压的施工方法 ,与传统的换重预压法相比 ,能有效防止混凝土出现裂缝 ,并节省大量费用 ,同时介绍了轻型托架的设计思路 ,可供类似工程参考借鉴。

The finite element analysis on the monolithic structure of large buttressed quay wall and the result analysis on ribbed slab and upright plate were given in the paper through the actual example of the Phase Two Project of Huangpu Xingang. The proposal of improving the reinforcement method for large buttressed quay wall was finally given in the paper.

就广州黄埔新港二期工程扶壁码头实例 ,对大型扶壁整体结构进行有限元分析 ,并对肋板、立板进行成果分析 ,最后对改进大型扶壁配筋方法提出了建议

 
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