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1)  tapering column under axial loads
楔形轴心受压柱
1.
Based on the test results of six columns subjected axial loads and compared with that of constant section member,the influence of tapering ration on stable ultimate load-carrying capacity and performance of tapering column under axial loads were analyzed and the displacement curves were presented.
通过6根柱子试验,分析了楔率对楔形轴心受压柱的稳定极限荷载及受力性能的影响,给出了变形曲
2)  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。
3)  centrally compressed steel column
轴心受压钢柱
1.
Based on the "double-optimization design" concept, schemes of optimum analysis of fire-resistant design for centrally compressed steel column are proposed.
基于"双重优化设计"概念给出了轴心受压钢柱抗火优化设计方案,利用有限元软件ANSYS的APDL语言及其优化设计模块对其进行了截面尺寸和抗火保护优化设计。
4)  axial compression short columns
轴心受压短柱
5)  lattice type axis compression column
格构式轴心受压柱
6)  reinforced concrete axial compression column
钢筋混凝土轴心受压柱
1.
The behavior of reinforced concrete axial compression columns heated on their three surfaces and at different temperatures (20℃ to 950℃ ) were investigated and introduced in this paper.
本文通过12根三面受火的钢筋混凝土轴心受压柱在不同温度(20~950℃)下的试验,分析了其强度和变形规律。
2.
The reliability of reinforced concrete axial compression columns strengthening with externally bonded angle steel is studied.
对于外粘角钢加固钢筋混凝土轴心受压柱,考虑二次受力的影响引入新增角钢强度利用系数sα,采用JC法计算了钢筋混凝土轴压柱外粘角钢加固前后的可靠指标。
补充资料:鳞石英楔形双晶


鳞石英楔形双晶


鳞石英楔形双晶
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