In this paper, the worst loaded Angle of T-shaped columns with thick leg is finded.
通过电算分析，找出了厚壁t形截面柱的最不利荷载角。
The cross- section curvature ductility ratio for R. C inequiaxial T - shaped, L - shaped and cress - shaped columns is calculated by numerical method.
采用非线性全过程数值分析方法，计算了钢筋混凝土不等肢T形、L形和十字形柱截面模型在多种工况下的截面曲率延性比。
From an architectural point of view we preferred vertical character, which we achieved by slimming the supporting aluminium columns so it looks like blades. Those are designed in T-shaped.
建筑美学更偏爱垂直特性，为了实现这点我们使支撑铝柱变细薄看起来像叶片，设计为T形。
These provide the basis for seismic design of T -shaped columns.
为T形柱抗震设计提供了依据。
There are three kinds of cross-section for special-shaped concrete-filled steel tube compound columns. They are cross-shaped, T-shaped and L-shaped.
异形钢管混凝土组合柱最常见的截面形式有三种，即十字形、T形和L形。
On the basis of the calculation results, the ultimute axial compression ratio for the inequal-leg T-shaped, L-shaped and cross-shaped columns is presented.
再根据异形柱框架结构受地震作用时应具有的柱截面曲率延性水准确定不等肢T形、L形、十字形柱轴压比限值，为不等肢异形柱设计提供了必须的依据。
On the basis of the calculation results, the ultimute axial compression ratio for the inequal-leg T-shaped, L-shaped and cross-shaped columns is presented.
再根据异形柱框架结构受地震作用时应具有的柱截面曲率延性水准确定不等肢T形、L形、十字形柱轴压比限值，为不等肢异形柱设计提供了必须的依据。
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