Three parameters were selected: ratio of section height to section thickness, loading angle, with or not embedded column.
选取截面肢高肢厚比、加载角度、有无暗柱为试验参数。
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本文研究截面肢高厚比介于普通异形柱和短肢剪力墙之间肢高厚比为4 ~ 5的宽肢L形截面柱。
In this paper, l-shaped section broad-limb columns whose ratio is from 4 to 5 that are between special-shaped columns 'and short-leg shear walls 'have been studied.
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