Experimental hysteretic response of cold-formed steel fastened connections sheathed with fiber-cement boards with varied edge distance

Author:

Ariana Sheila,Peterman Kara D.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference56 articles.

1. Determination of equivalent rigidities of cold-formed steel floor systems for vibration analysis, Part I: theory;Zhang;Thin-Walled Struct,2018

2. F. Tao and C. Moen, “Monotonic and Cyclic Response of Single Shear Cold-Formed Steel-to-Steel and Sheathing-to-Steel Connections Monotonic and Cyclic Response of Single Shear Cold-Formed Steel-to-Steel and Sheathing-to-Steel Connections”, Report RP17–2, Report No. CE/VPI-ST-16–01, January 2017, [Online]. Available: 〈https://scholarsmine.mst.edu/cgi/viewcontent.cgi?article=1157&context=ccfss-aisi-spec〉.

3. V. Macillo, L. Fiorino, and R. Landolfo, “Seismic response of CFS shear walls sheathed with nailed gypsum panels: Experimental tests,” 2017, 〈doi:10.1016/j.tws.2017.08.022〉.

4. Behavior of steel-sheathed shear walls subjected to seismic and fire loads;Hoehler;Fire Saf J,2017

5. L.C. Vieira Jr and B.W. Schafer, “Lateral stiffness and strength of sheathing braced cold-formed steel stud walls,” 2012, 〈doi:10.1016/j.engstruct.2011.12.029〉.

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