In this paper, the shear behavior of a new type of high-strength cold-formed ultra-thin-wall steel wall frame was analyzed mainly by the finite element method.
采用了有限元法对冷弯薄壁型钢单榀墙架结构的进行受剪性能的分析。
In this paper, the shear behavior of a new type of high-strength cold-formed ultra-thin-wall steel wall frame was analyzed mainly by the finite element method.
采用了有限元法对冷弯薄壁型钢单榀墙架结构的进行受剪性能的分析。
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