Dynamic Testing of Single- and Double-Story Steel-Sheathed Cold-Formed Steel-Framed Shear Walls

2013 ◽  
Vol 139 (5) ◽  
pp. 807-817 ◽  
Author(s):  
Iman Shamim ◽  
Jamin DaBreo ◽  
Colin A. Rogers
Keyword(s):  
Dynamic Testing ◽  
Shear Walls ◽  
Cold Formed Steel ◽  
Framed Shear Walls

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

Seismic Design Strength of Cold-Formed Steel-Framed Shear Walls

2010 ◽  
Vol 136 (9) ◽  
pp. 1123-1130 ◽  
Author(s):  
Reynaud Serrette
Keyword(s):  
Seismic Design ◽  
Shear Walls ◽  
Design Strength ◽  
Cold Formed Steel ◽  
Framed Shear Walls

Performance of cold-formed-steel-framed shear walls sprayed with lightweight mortar under reversed cyclic loading

2016 ◽  
Vol 98 ◽  
pp. 312-331 ◽  
Author(s):  
Bin Liu ◽  
Ji-Ping Hao ◽  
Wei-Hui Zhong ◽  
Hao Wang
Keyword(s):  
Cyclic Loading ◽  
Shear Walls ◽  
Reversed Cyclic Loading ◽  
Cold Formed Steel ◽  
Reversed Cyclic ◽  
Framed Shear Walls ◽  
Lightweight Mortar

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

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.

Seismic performance of cold-formed steel framed shear walls with steel sheathing and gypsum board

2019 ◽  
Vol 143 ◽  
pp. 106238 ◽  
Author(s):  
Ruo-qiang Feng ◽  
Baochen Zhu ◽  
PengHui Xu ◽  
Yun Qiu
Keyword(s):  
Seismic Performance ◽  
Shear Walls ◽  
Gypsum Board ◽  
Cold Formed Steel ◽  
Framed Shear Walls

scholarly journals Design of steel sheathed cold-formed steel framed shear walls

2014 ◽  
Vol 75 ◽  
pp. 76-86 ◽  
Author(s):  
N. Balh ◽  
J. DaBreo ◽  
C. Ong-Tone ◽  
K. El-Saloussy ◽  
C. Yu ◽  
...  
Keyword(s):  
Shear Walls ◽  
Cold Formed Steel ◽  
Framed Shear Walls

Lateral Resistance Reduction to Cold-Formed Steel-Framed Shear Walls under Various Fire Scenarios

2020 ◽  
Vol 146 (5) ◽  
pp. 04020066 ◽  
Author(s):  
Matthew S. Hoehler ◽  
Blanca Andres ◽  
Matthew F. Bundy
Keyword(s):  
Shear Walls ◽  
Lateral Resistance ◽  
Resistance Reduction ◽  
Fire Scenarios ◽  
Cold Formed Steel ◽  
Framed Shear Walls
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