Numerical study of cold-formed steel frame walls under compression loading

2021 ◽  
pp. 1-30
Author(s):  
Parisa Samiee ◽  
Shirin Esmaeili Niari ◽  
Elham Ghandi
Keyword(s):  
Numerical Study ◽  
Steel Frame ◽  
Compression Loading ◽  
Cold Formed Steel

Numerical study on seismic behaviors of steel frame end-plate connections

2013 ◽  
Vol 90 ◽  
pp. 140-152 ◽  
Author(s):  
Meng Wang ◽  
Yongjiu Shi ◽  
Yuanqing Wang ◽  
Gang Shi
Keyword(s):  
Numerical Study ◽  
Steel Frame ◽  
End Plate ◽  
Plate Connections ◽  
Seismic Behaviors

Numerical study of the seismic performance of a double-hinge steel frame joint

2021 ◽  
Vol 187 ◽  
pp. 106963
Author(s):  
Jian-peng Wei ◽  
Li-min Tian ◽  
Yang Guo ◽  
Hui-yun Qiao ◽  
Yu Bao ◽  
...  
Keyword(s):  
Seismic Performance ◽  
Numerical Study ◽  
Steel Frame

Numerical Study for Behavior of FRP Panel in Steel Frame Structure

2017 ◽  
Vol 8 (1) ◽  
pp. 53-58 ◽  
Author(s):  
Min-Ho Kwon ◽  
◽  
Hyun-Su Seo ◽  
Jeong-Hee Lim ◽  
Jin-Sup Kim
Keyword(s):  
Numerical Study ◽  
Steel Frame ◽  
Frame Structure ◽  
Steel Frame Structure

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.

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