The reasonable placement of profiled steel sheet is dis- cussed. A new type of hoopbar connector is proposed and its shear resistant capacity and construction are also suggested.
讨论了压型钢板的合理设置形式，提出一种新型的环筋连接件，并对这种连接件的承载能力计算及构造措施提出了建议。
The reasonable placement of profiled steel sheet is dis- cussed. A new type of hoopbar connector is proposed and its shear resistant capacity and construction are also suggested.
讨论了压型钢板的合理设置形式，提出一种新型的环筋连接件，并对这种连接件的承载能力计算及构造措施提出了建议。
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