1) T-shaped column
T形柱
1.
Study the worst loaded angle of RC T-shaped columns with thick leg;
厚壁T形柱最不利荷载角的确定
2.
Testing study of seismic behavior of T-shaped column with small shear span ratio including concealed column;
较小剪跨比带暗柱T形柱抗震性能试验研究
2) T-section column
T形柱
1.
Comparison on the structural performance of prestressed concrete frames with T-section column and with rectangular section column;
预应力混凝土T形柱框架与矩形柱框架结构性能的比较研究
2.
The stress-strain curve for every T-section column is drawn,and volume reinforcement characteristic s effect to the strength and ductility of T-section columns is analyzed according to the uniaxial compression experimental data,which is based on 12 T-section columns of different volume reinforcement characteristics.
根据12根不同配箍特征值的T形柱进行轴心受压试验的数据,绘出T形柱的应力—应变全曲线,分析配箍特征值对T形截面柱强度和延性的影响。
3) T shaped column
T形柱
1.
The aseismic behavior of the T shaped column frame structure;
通过分析T形柱构件与T形柱框架的拟静力试验结果,探讨了单个构件与整体框架的破坏机理,讨论了T形截面柱框架在强震过程中柱铰的特点及梁铰机制的形成,指出T形截面柱框架的抗震性能在某些方面优于矩形柱框架。
4) T-shaped columns
T形截面柱
1.
This paper aims to study the stress and distorted performance of reinforced concrete shaped columns strengthened with CFRP,and discusses the quantitative relation between the component section,geometric parameter,materials strength,material usage and flange tensioned T-shaped columns,compressing and bending resistance bearing capacity.
目的研究碳纤维布(CFRP)加固钢筋混凝土异形柱的受力和变形性能,探讨构件截面几何参数、材料强度、材料用量等与翼缘受拉T形截面柱抗压弯承载力之间的定量关系。
5) T-shaped wall
T形薄壁柱
1.
Finite element analysis of the behavior of RC local transfer joints from square column to T-shaped wall under vertical loads;
采用ANSYS分析方柱—T形薄壁柱局部转换节点的受力特征
6) T-shaped specially shaped steel column
T形钢异形柱
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。
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。
参考词条