为此，本文基于刚度等效的原则，提出了一种带缝钢板剪力墙与人字形中心支撑的刚度替换计算方法。
The different sizes of 6 kinds of steel shear walls convers 6 kinds of concentrically braces by the sectional area equivalent formula.
为此，本文基于刚度等效的原则，提出了一种带缝钢板剪力墙与人字形中心支撑的刚度替换计算方法。
The different sizes of 6 kinds of steel shear walls convers 6 kinds of concentrically braces by the sectional area equivalent formula.
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