scholarly journals Fastener Demands for Sheathing-Braced Cold-Formed Steel Stud Gravity Walls

2016 ◽  
Vol 13 (6) ◽  
pp. 1167-1185 ◽  
Author(s):  
Luiz Carlos M. Vieira Junior ◽  
Benjamin W. Schafer
Keyword(s):  
Cold Formed Steel ◽  
Steel Stud

scholarly journals Experimental Response of Cold-formed Steel Stud Shear Wall with hardboard sheathing under seismic loading

2021 ◽  
pp. e00574
Author(s):  
Yasser E. Ibrahim ◽  
Asif Hameed ◽  
Asad Ullah Qazi ◽  
Ali Murtaza Rasool ◽  
Muhammad Farhan Latif ◽  
...  
Keyword(s):  
Seismic Loading ◽  
Shear Wall ◽  
Cold Formed Steel ◽  
Experimental Response ◽  
Steel Stud

Static resistance function of cold-formed steel stud walls

2015 ◽  
Vol 94 ◽  
pp. 177-187 ◽  
Author(s):  
Doaa Bondok ◽  
Hani Salim ◽  
Aaron Saucier ◽  
Robert Dinan
Keyword(s):  
Resistance Function ◽  
Cold Formed Steel ◽  
Static Resistance ◽  
Steel Stud

07.24: Behaviour of gypsum sheathed cold-formed steel stud walls under lateral loadings

ce/papers ◽  
2017 ◽  
Vol 1 (2-3) ◽  
pp. 1707-1715 ◽  
Author(s):  
Sivaganesh Selvaraj ◽  
Mahendrakumar Madhavan
Keyword(s):  
Cold Formed Steel ◽  
Steel Stud

Hysteretic characterization of cold-formed steel stud-to-sheathing connections

2014 ◽  
Vol 101 ◽  
pp. 254-264 ◽  
Author(s):  
K.D. Peterman ◽  
N. Nakata ◽  
B.W. Schafer
Keyword(s):  
Cold Formed Steel ◽  
Steel Stud

Cyclic Shear Behavior of Gypsum Board-to-Steel Stud Screw Connections in Nonstructural Walls

2016 ◽  
Vol 32 (1) ◽  
pp. 415-439 ◽  
Author(s):  
Esmaeel Rahmanishamsi ◽  
Siavash Soroushian ◽  
Manos Maragakis
Keyword(s):  
Fragility Curves ◽  
Experimental Studies ◽  
Gypsum Board ◽  
Cyclic Shear ◽  
Partition Walls ◽  
Cold Formed Steel ◽  
Strength And Stiffness ◽  
Steel Stud ◽  
Low Amplitude ◽  
Loss Of Strength

Gypsum steel-stud partition walls are composed of light-gauge, cold-formed steel studs, and gypsum boards attached with self-drilling screws. Previous experimental studies on the seismic performance of these walls have shown widespread failure of gypsum-to-stud connections (GSCs), initiated at very low amplitude excitation. The failure of GSCs resulted in loss of strength and stiffness of the partition walls. A series of component tests has been conducted at University of Nevada, Reno to evaluate the shear force and displacement capacities of GSCs. Fastener spacing (center to center and also center to edge), loading protocol (monotonic or cyclic), and stud thickness were varied between specimens. The test data were then used to develop fragility curves for shear capacities of GSCs in terms of displacements. Additionally, a series of nonlinear GSC hinge models were proposed and validated using component experimental data.

Sign in / Sign up

Export Citation Format

Share Document