半刚性框架-两边连接防屈曲钢板剪力墙结构抗震性能试验研究
Experimental study on seismic behavior of semi-rigid connection steel frame and buckling-restrained steel plate shear wall with two-side connections
{{custom_ref.label}} |
{{custom_citation.content}}
{{custom_citation.annotation}}
|
/
〈 | 〉 |