scholarly journals A PARAMETRIC STUDY ON SEISMIC CHARACTERISTICS OF COLD-FORMED STEEL SHEAR WALLS BY FINITE ELEMENT MODELING

2014 ◽  
pp. 53-71 ◽  
Author(s):  
S. Hatami ◽  
◽  
A. Rahmani ◽  
A. Parvaneh ◽  
H.R. Ronagh ◽  
...  
Keyword(s):  
Finite Element ◽  
Finite Element Modeling ◽  
Parametric Study ◽  
Shear Walls ◽  
Element Modeling ◽  
Seismic Characteristics ◽  
Cold Formed Steel

Nonlinear finite element modeling of steel-sheathed cold-formed steel shear walls

2016 ◽  
Vol 22 (1) ◽  
pp. 79-89 ◽  
Author(s):  
Shahin Borzoo ◽  
Seyed Rasoul Mir Ghaderi ◽  
Saeed Mohebi ◽  
Ali Rahimzadeh
Keyword(s):  
Finite Element ◽  
Finite Element Modeling ◽  
Shear Walls ◽  
Nonlinear Finite Element ◽  
Element Modeling ◽  
Cold Formed Steel

High-Fidelity Finite Element Modeling of Wood-Sheathed Cold-Formed Steel Shear Walls

2021 ◽  
Vol 147 (2) ◽  
pp. 04020316
Author(s):  
Fani Derveni ◽  
Simos Gerasimidis ◽  
Benjamin W. Schafer ◽  
Kara D. Peterman
Keyword(s):  
Finite Element ◽  
Finite Element Modeling ◽  
Shear Walls ◽  
High Fidelity ◽  
Element Modeling ◽  
Cold Formed Steel

CLT Shear Walls Anchored with Shear-Tension Angle Brackets: Experimental Tests and Finite-Element Modeling

2021 ◽  
Vol 147 (7) ◽  
Author(s):  
Giuseppe D’Arenzo ◽  
Daniele Casagrande ◽  
Andrea Polastri ◽  
Marinella Fossetti ◽  
Massimo Fragiacomo ◽  
...  
Keyword(s):  
Finite Element ◽  
Finite Element Modeling ◽  
Shear Walls ◽  
Experimental Tests ◽  
Element Modeling

Finite Element Modeling of Light-Steel Framing Shear Walls

2016 ◽  
Vol 5 (2) ◽  
pp. 116
Author(s):  
Nícolas Henrique Pedrosa ◽  
Luiz Carlos Marcos Vieira Junior ◽  
Ronaldo Rigobello
Keyword(s):  
Finite Element ◽  
Finite Element Modeling ◽  
Shear Walls ◽  
Element Modeling ◽  
Steel Framing

scholarly journals Computational Study of Cold-Formed-Steel X-Braced Shear Walls

2018 ◽  
Vol 2018 ◽  
pp. 1-11 ◽  
Author(s):  
Metwally Abu-Hamd ◽  
Maheeb Abdel-Ghaffar ◽  
Basel El-Samman
Keyword(s):  
Finite Element ◽  
Parametric Study ◽  
Computational Study ◽  
Shear Walls ◽  
Gusset Plates ◽  
Finite Element Program ◽  
Response Modification Factor ◽  
The North ◽  
Element Program ◽  
Cold Formed Steel

The aim of this paper was to present a verified finite element method that represents the full-scale-braced shear walls under seismic loads and to study their ductility. The models account for different types of material and geometric nonlinearities. The screws that connect the cold-formed-steel (CFS) studs, tracks, gusset plates, and braces are considered explicitly in the model. The deformation of the hold-downs under the horizontal load is considered. The finite element program ANSYS (2012) is used to model and analyze the case studies. A parametric study is performed to investigate the response modification factor (R) of the CFS-braced shear walls. The parametric study showed that the North American Specification is about 20% conservative in estimating the (R) factor.

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