Shear resistance of cold-formed steel framed shear walls with 0.686 mm, 0.762 mm, and 0.838 mm steel sheet sheathing

2010 ◽  
Vol 32 (6) ◽  
pp. 1522-1529 ◽  
Author(s):  
Cheng Yu
Keyword(s):  
Steel Sheet ◽  
Shear Walls ◽  
Shear Resistance ◽  
Cold Formed Steel ◽  
Framed Shear Walls

Simulation study on shear resistance of new cold-formed-steel-framed shear walls sheathed with steel sheet and gypsum boards

2020 ◽  
Vol 23 (9) ◽  
pp. 1800-1812
Author(s):  
Ruo-Qiang Feng ◽  
Qi Cai ◽  
Ying Ma ◽  
Shen Liu ◽  
Gui-Rong Yan
Keyword(s):  
Finite Element ◽  
Steel Sheet ◽  
Sheet Thickness ◽  
Shear Walls ◽  
Shear Resistance ◽  
Constitutive Relationship ◽  
Width Ratio ◽  
Shear Characteristics ◽  
Cold Formed Steel ◽  
Framed Shear Walls

The objective of this article is to present finite element modelling protocols and validation studies for the new cold-formed-steel-framed shear walls sheathed with steel sheet and gypsum boards. In this model, the nonlinear behaviours of the tapping screw connectors are represented by employing the ‘Pinching4’ material along with ‘zeroLength’ elements. The constitutive relationship parameters of the ‘Pinching4’ material were determined based on experimental data from the self-tapping screw connector shear test performed by the authors. The proposed procedure is implemented to generate the analytical specimens of seven full-scale cold-formed steel shear walls in the OpenSees platform. The load–deformation relationships, hysteresis curves and skeleton curves are compared with the test results performed by the authors. The results show that the finite element models can accurately simulate the shear characteristics of the new cold-formed steel shear walls. Finally, the effects of steel sheet thickness, stud thickness, sheathed material and height-to-width ratio of walls on the shear resistance were investigated.

Impact of construction details on OSB-sheathed cold-formed steel framed shear walls

2014 ◽  
Vol 101 ◽  
pp. 114-123 ◽  
Author(s):  
P. Liu ◽  
K.D. Peterman ◽  
B.W. Schafer
Keyword(s):  
Shear Walls ◽  
Cold Formed Steel ◽  
Framed Shear Walls

scholarly journals SHEAR RESISTANCE MECHANISMS ON HIGH-PANELIZED STEEL SHEET SHEAR WALLS WITH BURRING HOLES

2018 ◽  
Vol 24 (56) ◽  
pp. 177-182
Author(s):  
Yoshimichi KAWAI ◽  
Kazunori FUJIHASHI ◽  
Shigeaki TOHNAI ◽  
Atsushi SATO ◽  
Tetsuro ONO
Keyword(s):  
Steel Sheet ◽  
Shear Walls ◽  
Shear Resistance ◽  
Resistance Mechanisms

Calculation on the Vertical Cracking Load of Adaptive-Slit Shear Walls

2012 ◽  
Vol 166-169 ◽  
pp. 2924-2928
Author(s):  
Ming Jin Chu ◽  
Yufeng Zhang ◽  
Zhi Juan Sun
Keyword(s):  
Seismic Behavior ◽  
Steel Sheet ◽  
Mechanical Characteristics ◽  
Experimental Studies ◽  
Shear Walls ◽  
Shear Wall ◽  
Experimental Results ◽  
Loading Process ◽  
Cold Formed Steel ◽  
Good Agreement

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.

Shear Resistance Mechanisms on Steel Sheet Shear Walls with Burring Holes and the Effect of Cross-Rails

2018 ◽  
Vol 763 ◽  
pp. 653-660
Author(s):  
Yoshimichi Kawai ◽  
Kazunori Fujihashi ◽  
Shigeaki Tohnai ◽  
Atsushi Sato ◽  
Tetsuro Ono
Keyword(s):  
Steel Sheet ◽  
Vertical Direction ◽  
Shear Walls ◽  
Shear Resistance ◽  
Resistance Mechanisms ◽  
Finite Element Analyses ◽  
Plane Shear ◽  
Design Strength ◽  
Buckling Behavior ◽  
Post Buckling

Steel sheet shear walls are panels in which sheets with burring holes aligned along the vertical direction are fastened to frame members and are applied to multi-story buildings in seismic regions. The wall that receives the in-plane shear force allows shear stress to concentrate in intervals between the burring holes. Finite element analyses and in-plane shear experiments revealed that all intervals between the holes were simultaneously deformed, and buckling areas were limited in the intervals by ring-shaped ribs of the burring holes. The effects of cross-rails are minimal in elastic region. Post-buckling behavior depends on tension fields on the intervals and restraints by cross-rails. The allowable design strength formulas and the indices of strength after buckling are developed.

scholarly journals Fire resistance of cold‐formed steel framed shear walls under various fire scenarios

2019 ◽  
Vol 44 (3) ◽  
pp. 352-364
Author(s):  
Blanca Andres ◽  
Matthew S. Hoehler ◽  
Matthew F. Bundy
Keyword(s):  
Fire Resistance ◽  
Shear Walls ◽  
Fire Scenarios ◽  
Cold Formed Steel ◽  
Framed Shear Walls
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