Strength Reduction Factors for High-Aspect-Ratio OSB Cold-Formed Steel Frame Shear Walls

2015 ◽  
Vol 141 (5) ◽  
pp. 04014148 ◽  
Author(s):  
M. Nava ◽  
R. Serrette
Keyword(s):  
Aspect Ratio ◽  
High Aspect Ratio ◽  
Shear Walls ◽  
Strength Reduction ◽  
Steel Frame ◽  
Cold Formed Steel ◽  
Reduction Factors

Finite Elements Modeling and Analysis of Cold-Formed Steel Frame Shear Walls

2012 ◽  
Vol 4 (6) ◽  
pp. 719-722
Author(s):  
Mahdi Bitarafan ◽  
Youssef Hussein- Zadeh ◽  
Farzad Pichkah ◽  
Shahin Lale Arefi
Keyword(s):  
Finite Elements ◽  
Shear Walls ◽  
Steel Frame ◽  
Modeling And Analysis ◽  
Finite Elements Modeling ◽  
Cold Formed Steel

Test Research on Self-Tapping Screw Joints of Cold-Formed Steel Frame Shear Walls

2012 ◽  
Vol 193-194 ◽  
pp. 1465-1469
Author(s):  
Chen Gang She ◽  
Yan Liu ◽  
Yuan Fei Xu
Keyword(s):  
Shear Walls ◽  
Steel Frame ◽  
Monotonic Loading ◽  
Different Types ◽  
Thin Steel ◽  
Cold Formed Steel ◽  
Load Displacement

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.

Cold-Formed Steel Frame Shear Walls Utilizing Structural Adhesives

2006 ◽  
Vol 132 (4) ◽  
pp. 591-599 ◽  
Author(s):  
R. Serrette ◽  
I. Lam ◽  
H. Qi ◽  
H. Hernandez ◽  
A. Toback
Keyword(s):  
Shear Walls ◽  
Steel Frame ◽  
Structural Adhesives ◽  
Cold Formed Steel

SIP Shear Walls: Cyclic Performance of High-Aspect-Ratio Segments and Perforated Walls

2015 ◽  
Author(s):  
Vladimir Kochkin ◽  
Douglas R. Rammer ◽  
Kevin Kauffman ◽  
Thomas Wiliamson ◽  
Robert J. Ross
Keyword(s):  
Aspect Ratio ◽  
High Aspect Ratio ◽  
Shear Walls ◽  
Cyclic Performance
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