1)  cylindrical
长柱形
1.
In this paper, The split ratio of a cylindrical hydrocyclone were measured at different feed rate.
本文对长柱形水力旋流器在不同进料量条件下进行了实验研究 ,对分股比的变化规律进行了分析 ,提出了调节分股比的基本方
2)  cylindrical hydrocyclone
长柱形水力旋流器
1.
The experimental results show that the split ratio and feed rate are two important operational parameters for the pulp fiber fractionation with cylindrical hydrocyclone.
有实验研究表明,分流比和进料量是影响低浓度纸浆纤维在长柱形水力旋流器内筛分效果的重要操作参数。
3)  long column
长柱
1.
Experiment study on the capacity of SRC long column subjected to eccentric compression;
钢骨混凝土偏心受压长柱受力性能试验研究
2.
Experiment of FRP-concrete-steel double-skin rubular long columns under axial compressive load;
FRP-混凝土-钢双壁空心管长柱轴心受压试验
3.
Experimental research on bearing capacity of high-strength cold-formed thin-walled steel long columns;
高强冷弯薄壁型钢轴压长柱受力性能试验研究
4)  slender column
长柱
1.
Based on the tangent modulus theory and the unified theory of CFST,the formula for calculating the ultimate bearing capacity of elastoplasticity stability of axially loaded steel tubular slender columns filled with steel-reinforced-concrete was obtained.
基于切线模量理论和钢管混凝土统一理论推导了钢骨-钢管高强混凝土组合轴压长柱弹塑性稳定承载力计算公式,理论计算值与试验结果吻合良好,在此基础上推导了该组合柱的临界长细比。
2.
The deflection and deformation of slender column and eccentrically loaded column of ultro-high strength concrete filled steel tubes under loading were studied.
对钢管超高强混凝土长柱、偏压柱在荷载作用下的挠度及变形特点进行了研究。
3.
By the axial compress experimentation of GFRP-Concrete circular tube slender columns,the load-strain curve and failure modes,the regulation of poisson s ratio,force stages,displacement performance,and entire capacity of tube column are analyzed.
通过对GFRP混凝土圆形管长柱的轴心受压试验研究,分析了荷载—应变关系曲线和破坏形态,GFRP混凝土圆形管柱的泊松比变化规律,GFRP混凝土圆形管柱的受力阶段,以及管柱的整体承载力及变形性能。
5)  slender columns
长柱
1.
Eccentricity accreting factor is an important parameter for carrying capacity of the reinforced concrete slender columns.
偏心距增大系数是钢筋混凝土长柱承载力分析的重要参数,根据各国不同的计算方法,以两个理想模型和一个实际工程为例,分析了长细比和偏心距对柱的偏心距增大系数的影响规律,比较了各国计算方法的差异,阐述了长柱的工作机理、破坏过程,为探索新的简化计算方法提供参考。
6)  long columns
长柱
1.
A total of 30 axial compression box-shaped long columns which were made from a thickness of 0.
6mm、长度为400～2200mm、两端铰接、箱形截面的高强冷弯薄壁型钢长柱进行轴心受压试验。
参考词条
补充资料：V形柱式支座
分子式：
CAS号：

性质：每两根支柱组成一组呈V字形结构，每组支柱与球形容器的赤道圈等距离相连，柱间无拉杆连接的一种球形容器柱式支座。其承受膨胀变形较好。并且由于支柱与壳体相切，相对赤道平面的垂线向内倾斜2°～3°，因而在连接处可产生一向心水平力，增加了基础的稳定性。

说明：补充资料仅用于学习参考，请勿用于其它任何用途。