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。
应用推荐