The excessive deflection in the midspan is one of the main faults in long-span continuous rigid frame Bridges.
跨中下挠过大是目前国内大跨径连续刚构桥的主要病害之一。
The transverse distribution of load at midspan or quarter span obtained by tested deflections of beams approaches th…
其次，实测单悬臂T梁跨中、四分点截面挠度横向分布与悬臂端牛腿处挠度横向分布基本接近。
The construction techniques of normal segment, side span closure segment and midspan closure segment are also proposed.
同时介绍了悬浇箱梁普通梁段、边跨合拢段和中跨合拢段的施工工艺。
The paper also describes the effects of midspan cross diaphragm on stress distribution and deformation of such girders.
文章分析了梁的内力分布和跨中横隔板的作用。所编程序可用于由薄板构成的名种类型的空间结构分析。
It is also indicated that the common formula has good precision in midspan of suspension bridge, and large error in side span.
常用的悬索桥调缆公式对中跨有很高的精度，但应用于边跨时误差很大。
The result shows that the swept-curved cascade has lower endwall loss and higher midspan loss as compared with the straight cascade.
结果表明弯掠叶栅端部损失降低而叶展中部损失增加，但相应的端部扩压因子有所减小。
In the construction stage, they did not concrete a part of the deck 1.3 m in length, at the central midspan, in the non-prestressed zone.
在施工阶段，有一段桥面没有现浇混凝土，长1.3米，位于桥跨中没有预应力的区域。
However, box girder cracking and long-term midspan deflection are the defects which commonly exist in the long-span prestressed concrete box girder bridge.
但箱梁开裂与跨中下挠是目前大跨预应力混凝土箱梁桥中普遍存在的病害。
Moments on basement foundation beams considering rigid zone of pile caps and pulling resistance of piles are analyzed. Reduction factor of midspan moment is gained.
在考虑地下室基础承台刚域及抗拔桩布置的情况下，对基础梁的弯矩计算进行分析推导，得出了跨中弯矩的折减系数计算公式。
The steel bar of midspan also come to the yield strength when the load increased. At this time, the caisson has been destroyed, because the partition wall has already been a variable body system.
两端加强角处钢筋首先达到屈服，形成塑性铰，荷载继续增大时，中间钢筋也达到屈服，此时沉箱隔墙已相当于一个可变体系，可认为结构已经破坏。
The steel bar of midspan also come to the yield strength when the load increased. At this time, the caisson has been destroyed, because the partition wall has already been a variable body system.
两端加强角处钢筋首先达到屈服，形成塑性铰，荷载继续增大时，中间钢筋也达到屈服，此时沉箱隔墙已相当于一个可变体系，可认为结构已经破坏。
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