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1)  reinforced concrete box
钢筋混凝土箱形梁
2)  reinforced concrete box girder
钢筋混凝土箱梁
1.
The influence of the asphalt high temperature paving on temperature effect for the reinforced concrete box girder and the temperature difference distribution rule of the measuring points in box girder were investigated.
对沥青高温摊铺给钢筋混凝土箱梁造成的影响及其引起的截面温差分布规律进行了研究。
2.
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。
3.
In this paper, shear-lag effect in cracking reinforced concrete box girder is analysed by the method of harmonic analysis.
本文用级数分析方法分析了钢筋混凝土箱梁开裂后的剪力滞效应,推得了剪滞应力公式。
3)  RC box beam
钢筋混凝土箱梁
1.
Post-tensioning construction technology of precast prestressed RC box beam;
预制预应力钢筋混凝土箱梁后张拉施工工艺
2.
Based on model experiments of CFS strengthened RC box beams,a calculation method for the torsional capacity of CFS strengthened RC box beams subjected to combined action of bending-sheartorsion is constructed by using the modified compression field theory,in which the stress distribution on the additive section of shear-torsion.
对碳纤维布(CFS)加固的弯剪扭复合受力的钢筋混凝土箱梁的抗扭性能进行理论分析。
3.
Four models of rectangular RC box beams,three of which are strengthened with CFS,and a set of test facility for torsional behavior are designed and manufactured,and the model tests on the torsional behavior are performed under different combined actions of bending-shear-torsion.
对碳纤维布(CFS)加固复合受力的钢筋混凝土箱梁的抗扭性能进行试验研究。
4)  reinforced t beam
钢筋混凝土形梁
5)  reinforced concrete continuous box girder
钢筋混凝土连续箱梁
6)  reinforced concrete thin-walled box beams
钢筋混凝土薄壁箱梁
1.
According to the plane cross-section assumption and the principle of consistent deformation,for reinforced concrete thin-walled box beams strengthened with the Carbon Fiber Reinforced Plastic(CFRP),two kinds of failure modes were discussed in this paper.
基于平截面假定及变形协调原理,对碳纤维布加固钢筋混凝土薄壁箱梁提出了两种特征破坏模式,根据混凝土构件中各种材料的应力—应变关系,分析了加固梁体时碳纤维允许的最大加固量和最小加固量分别对应的梁体破坏状态,提出了极限加固量的计算公式。
补充资料:土形
1.亦作"土刑"。亦作"土硎"。亦作"土型"。 2.古代一种盛汤羹的瓦器。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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