4) column shaft compression ratio
柱轴压比
1.
We approach some problems related to the high floor constructure design of reinforced concrete in engineering design, which should consider reinforced function in the computation of column shaft compression ratio and the actual conditions.
结合工程设计中对钢筋砼高层建筑设计中一些问题进行深讨 ,提出在柱轴压比计算中应考虑钢筋的作用以及应按实际情况对高层建筑剪力墙暗柱面积合理取值 ,并指出结构抗震概念设计的重要性 ,从而掌握结构受力的规律和真实情况 。
5) axial compression column
轴心受压柱
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.
In the nonlinear analysis of the axial compression column with plain stirrups,since the stress-strain curve of concrete has the drop section,concrete and steel can not reach the top stress at the same time,and the ultimate capacity of the column isn t the superposition of the two materials.
对普通箍筋轴心受压柱进行非线性分析时,由于混凝土的应力-应变曲线有下降段,当混凝土先达峰值应力后进入下降段,而钢筋尚未屈服,钢筋和混凝土不能同时达到各自的极限承载力,柱的承载力不能由两种材料的承载力简单叠加。
3.
The simulated experiment is done with high-strength concrete(HSC) axial compression column at high temperature.
应用大型有限元分析软件ANSYS对高温作用下的高强混凝土轴心受压柱(C60)进行了仿真模拟,研究了轴压柱在不均匀温度场下的温度分布,并采用先升温后加载的顺序单向耦合法,对轴压柱的高温力学性能进行了理论分析,给出了柱荷载-挠度全过程曲线,通过与试验结果的对比表明,采用本文方法进行高强混凝土柱抗火性能的分析是可行的。
补充资料：压轴
1.见"压胄子"。
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