Seismic behavior of a buckling-restrained steel plate shear wall with inclined slots

详细信息    查看全文

• 作者：Shuangshuang Jin^a ; ^b ; Jiulin Bai^a ; ^b ; Jinping Ou^a ; ^b ; ^{oujinping@hit.edu.cn}
• 关键词：Energy dissipation device ; Steel plate shear wall (SPSW) ; Buckling-restrained ; Inclined slots ; Numerical analysis ; Quasi-cyclic test
• 刊名：Journal of Constructional Steel Research
• 出版年：2017
• 出版时间：February 2017
• 年：2017
• 卷：129
• 期：Complete
• 页码：1-11
• 全文大小：2778 K
• 卷排序：129

文摘

A buckling restrained steel plate shear wall with inclined slots is proposed. Calculations for shear resistance are determined to consider the reduction coefficient of inclined slots. The effect of the inclined slots is investigated numerically. Half-scale quasi-static cyclic tests were conducted to provide data about seismic behavior of the slotted SPSWs.