Experimental study on influence of in-plane rotation of boundary beams on behavior of buckling-restrained steel plate shear wall with slits

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作者：
State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China [1 ]
不详 [2 ]
机构：
[1] Sun, Feifei
[2] Jin, Huajian
[3] Li, Guoqiang
来源：
Sun, F. (ffsun@tongji.edu.cn) | 1600年 / Science Press卷 / 34期
关键词：
Deformation - Plates (structural components) - Shear walls - Stiffness - Buckling;
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