Experimental study on shear behavior of cold-formed steel shear walls with bracket

Structures ◽  
2021 ◽  
Vol 32 ◽  
pp. 448-460
Author(s):  
Chungang Wang ◽  
Zhenyu Yang ◽  
Zhuangnan Zhang ◽  
Rui Qi
2022 ◽  
Vol 251 ◽  
pp. 113552
Author(s):  
Yu Shi ◽  
Zeqiao Luo ◽  
Yunpeng Xu ◽  
Yuxuan Zou ◽  
Lei Xu ◽  
...  

2020 ◽  
Vol 146 (5) ◽  
pp. 04020047
Author(s):  
Xin Nie ◽  
Jia-Ji Wang ◽  
Mu-Xuan Tao ◽  
Jian-Sheng Fan ◽  
Y. L. Mo ◽  
...  

2011 ◽  
Vol 243-249 ◽  
pp. 1435-1438 ◽  
Author(s):  
Ming Chen ◽  
Yang Sun ◽  
Bing Qian Pi

The double C steel section is made of two C steels with gusset plate through bolts. A ridge joint of double C steel is studied through experiment under cyclic loading in this paper. Through the four specimens with different gusset-plate’s thickness and bolt spacing, we analyze the effect of the gusset-plate’s thickness and bolt spacing on stiffness, ductility and energy performance. At last we recommend the suitable gusset-plate’s thickness. The results can give a reference to the engineering application of cold-formed steel structure.


2004 ◽  
Vol 42 (4) ◽  
pp. 557-573 ◽  
Author(s):  
Y.S Tian ◽  
J Wang ◽  
T.J Lu ◽  
C.Y Barlow

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