Seismic behavior of cold-formed steel frame shear walls sheathed with ply-bamboo panels

2017 ◽  
Vol 132 ◽  
pp. 217-229 ◽  
Author(s):  
W.C. Gao ◽  
Y. Xiao
2012 ◽  
Vol 4 (6) ◽  
pp. 719-722
Author(s):  
Mahdi Bitarafan ◽  
Youssef Hussein- Zadeh ◽  
Farzad Pichkah ◽  
Shahin Lale Arefi

2012 ◽  
Vol 193-194 ◽  
pp. 1465-1469
Author(s):  
Chen Gang She ◽  
Yan Liu ◽  
Yuan Fei Xu

Two different types, one is the OSB panel perpendicular to the cold-formed thin steel and another the OSB panel parallel to the cold-formed thin steel, of self-tapping screw joints of cold-formed steel frame shear walls are tested under the monotonic loading. The load-displacement curves of the test specimens are obtained and the ultimate loads Fu and the corresponding displacements δu of two different types are analyzed. Fianlly, the conclusion that the influence from the direction between OSB and cold-formed thin steel to the performance of tapping screw joints is not significant is pointed up.


2006 ◽  
Vol 132 (4) ◽  
pp. 591-599 ◽  
Author(s):  
R. Serrette ◽  
I. Lam ◽  
H. Qi ◽  
H. Hernandez ◽  
A. Toback

2012 ◽  
Vol 166-169 ◽  
pp. 2924-2928
Author(s):  
Ming Jin Chu ◽  
Yufeng Zhang ◽  
Zhi Juan Sun

Experimental studies showed that vertical cracks appeared along the cold-formed steel or the steel sheet on the adaptive-slit shear walls when the wall was subjected to horizontal earthquake loading, and the adaptive-slit shear wall experienced the loading process from the whole wall section to the slitted wall section. So the appearance and development of the vertical cracks can reflect the seismic behavior of adaptive-slit shear walls. According to the mechanical characteristics of the adaptive-slit shear walls, this paper proposed a method to calculate the cracking load. It is found that the calculated results has a good agreement with the experimental results.


2022 ◽  
Vol 251 ◽  
pp. 113552
Author(s):  
Yu Shi ◽  
Zeqiao Luo ◽  
Yunpeng Xu ◽  
Yuxuan Zou ◽  
Lei Xu ◽  
...  

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