1) shear capacity
剩余抗剪承载力
1.
Experimental study on residual shear capacity of existing corroded RC beams
既有锈蚀RC梁剩余抗剪承载力试验
2) residual capacity
剩余承载力
1.
Based on the fire test, deflection response of simply supported beam under high temperature and the residual capacity of beam and slab after fire accident have been studied, some valuable conclusions were reached.
介绍了一套简单、经济、实用的火灾试验装置,通过试验,对火灾高温中混凝土简支梁的挠度反应以及梁、板灾后剩余承载力进行试验研究,得出了一些结论。
2.
To estimate the influence of stirrup corrosion on the residual capacity of concrete columns,a buckling calculation model of the longitudinal bars is presented using energy principles,considering the degeneration effect of tensile stiffness of corroded stirrups and flexural rigidity of corroded longitudinal bars.
为了估算箍筋锈蚀对混凝土柱剩余承载力的影响,利用能量原理推导了锈蚀箍筋抗拉刚度和锈蚀纵筋抗弯刚度退化情况下纵筋压屈模态的计算模型;列出了锈蚀纵筋压屈的1阶、2阶和3阶模态所对应的临界刚度系数Kcr,n;提出了根据箍筋锈蚀率推断纵筋压屈模态的判别式,其理论计算结果与计算机仿真试验结果能很好吻合。
3.
The calculation on the residual capacity of RC beam post fire is on the premise that the member can use continue after repairing.
火灾作用后构件的剩余承载力的计算是以构件经修复后可以继续使用为前提的。
3) residual bearing capacity
剩余承载力
1.
By use of the experimental results of 6 full-scale reinforced concrete axial compression column under elevated temperature on their three surfaces,this paper analyzed the temperature field,experiment appearance and the regularity of deformation under fire,and residual bearing capacity after fire.
通过对6根足尺钢筋混凝土柱在三面受火下的试验,总结了轴心受压柱在高温下的温度场分布、试验现象、变形规律和高温后的剩余承载力。
2.
on the basis of tests, the deflection reaction of concrete beam in high temperature of fire and the residual bearing capacity of beam and slab are researched, and some conclusions are reached.
介绍了一套简单、经济、实用的火灾试验装置,通过试验,对火灾高温中混凝土梁的挠度反应以及梁、板灾后剩余承载力得出了一些结论。
3.
On the basis of rational determination of the sectional temperature fields of Concrete Filled Steel Tube and the stress-strain relationships of steel and concrete after high temperatures, the theoretically numerical model to calculate the residual bearing capacity after fire is put forward.
应变关系模型的基础上,提出了计算钢管混凝土火灾后剩余承载力的理论分析数值模型,并进行必要的试验,验证了理论分析模型的正确性。
4) shear capacity
抗剪承载力
1.
Experimental study on shear capacity of connections between prestressed concrete pipe pile and pile cap;
预应力混凝土管桩与承台结合部抗剪承载力的试验研究
2.
Analysis on the shear capacity of irregularly-shaped steel reinforced concrete columns under cyclic reversed loading;
低周反复荷载作用下型钢混凝土异形柱的抗剪承载力分析
3.
Experimental study on shear capacity of steel-encased lightweight concrete;
钢骨轻骨料混凝土抗剪承载力实验研究
5) shear strength
抗剪承载力
1.
Experimental study on shear strength of lightweight high strength concrete beams;
高强轻骨料混凝土梁抗剪承载力的试验分析与计算
2.
Analysis of factors affecting shear strength and ductility of reinforced concrete short columns with carbon fiber sheet;
碳纤维布加固钢筋混凝土短柱抗剪承载力与延性的影响因素分析
3.
Experimental study on the shear strength of steel reinforced high-strength concrete columns;
型钢高强混凝土柱抗剪承载力的试验研究
6) shear resistance
抗剪承载力
1.
Calculation of the shear resistance of the reinforced high-strength lightweight concrete beams;
高强轻集料钢筋混凝土梁抗剪承载力计算
2.
Research on the simplified method for calculating shear resistance of cold-formed steel composite wall;
冷弯型钢组合墙体抗剪承载力简化计算方法研究
3.
A study on the shear resistance of aluminum alloy 工 sections;
铝合金工字形截面的抗剪承载力研究
补充资料：剩余
多出来的；遗留下来的：剩余物资。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条