Technical Papers
Mar 25, 2015

Behavior of Screw and Adhesive Connections to Gypsum Wallboard in Wood and Cold-Formed Steel-Framed Wallettes

Publication: Journal of Structural Engineering
Volume 142, Issue 4

Abstract

Increasing the lateral strength and stiffness of light-frame structures can lead to reduced damage in the event of an earthquake. Because low-rise wood and cold-formed steel-framed buildings often contain many partition walls, their performance can be improved economically by more effective engagement of gypsum-sheathed walls. This paper describes a series of tests of enhanced screw and adhesive connections between gypsum wallboard and wood and cold-formed steel-framing members. Small wall panels constructed with the improved connections were also tested and compared with wallettes built with conventional drywall screws. Test results indicate that while enhanced screws can increase connection and wall strength modestly relative to conventional screws, a much more significant increase in strength and stiffness can be obtained by using construction adhesives. Test results show that supplementing conventional screws with adhesives increased connection strength and stiffness by a factor of four to five. These adhesive-supplemented connections in light-frame wallettes increased strength by approximately two times and stiffness by approximately three times when compared with wallettes with conventional screw connections alone. This paper describes the response and damage progression of gypsum wallboard connections and framed wallettes using the enhanced screw and adhesive connections.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This research was supported by the John A. Blume Earthquake Engineering Center at Stanford University and by a National Science Foundation (NSF) Graduate Research Fellowship for the first author. Funding and materials were provided by Ben Schmid, a professional engineer, and through a grant by NSF under the Network for Earthquake Engineering Simulation, Award No. 1135029. The authors would especially like to acknowledge Mr. Schmid for support and advice during the connection experiments.

References

AFPA (American Forest and Paper Association). (2008). “Special design provisions for wind and seismic.” Washington, DC.
Arnold, A. E., Uang, C. M., and Filiatrault, A. (2003). “Cyclic behavior and repair of stucco and gypsum woodframe walls: Phase I.”, Consortium of Universities for Research in Earthquake Engineering, Richmond, CA.
ASTM. (2011). “Cyclic (reversed) load test for shear resistance of vertical elements of the lateral force resisting systems for buildings.” E2126-11, West Conshohocken, PA.
ASTM. (2012). “Standard test methods for mechanical fasteners in wood.” D1761-12, West Conshohocken, PA.
Dinehart, D. W., Blasetti, A. S., and Shenton, H. W., III (2008). “Experimental cyclic performance of viscoelastic gypsum connections and shear walls.” J. Struct. Eng., 87–95.
Dolan, J. D., and White, M. W. (1992). “Design considerations for using adhesives in shear walls.” J. Struct. Eng., 3473–3479.
Filiatrault, A., Fischer, D., Folz, B., and Uang, C. M. (2002). “Seismic testing of two-story woodframe house: Influence of wall finish materials.” J. Struct. Eng., 1337–1345.
Filiatrault, A., and Foschi, R. O. (1991). “Static and dynamic tests of timber shear walls fastened with nails and wood adhesive.” Can. J. Civ. Eng., 18(5), 749–755.
Henkel Corporation. (2011). “Power grab clear all-purpose construction adhesive [data sheet].” 〈http://www.loctiteproducts.com/tds/PG_CA_ALL_P_CLR_tds.pdf〉 (Feb. 10, 2014).
ICC (International Code Council). (2003). “International building code.” Falls Church, VA.
ICC (International Code Council). (2012). “International residential code for one- and two-family dwellings.” Dearborn Trade Publishing, Strongsville, OH.
ICI Paints. (2006). “Liquid nails adhesive, projects construction adhesive, LN-601/LNP-601 [data sheet].” 〈http://www.liquidnails.com/products/construction-adhesive-LN601〉 (Feb. 10, 2014).
Krawinkler, H., Parisi, F., Ibarra, L., Ayoub, A., and Medina, R. (2001). “Development of a testing protocol for woodframe structures.” Consortium of Universities for Research in Earthquake Engineering, Richmond, CA.
McMullin, K. M., and Merrick, D. S. (2007). “Seismic damage thresholds for gypsum wallboard partition walls.” J. Archit. Eng., 22–29.
MultiPurpose TestWare [Computer software]. Eden Prairie, MN, MTS Systems.
Oliva, M. G. (1990). “Racking behavior of wood-frame gypsum panels under dynamic load.”, Earthquake Research Center, Univ. of California, Berkeley, CA.
Pardoen, G. C., et al. (2000). “Results from the city of Los Angeles-UC Irvine shear wall test program.” 6th World Conf. on Timber Engineering, Dept. of Civil Engineering, Dept. of Wood Science, School of Architecture, Univ. of British Columbia, Vancouver, Canada.
Patton-Mallory, M., and McCutcheon, W. J. (1987). “Predicting racking performance of walls sheathed on both sides.” Forest Prod. J., 37(9), 27–32.
Quikrete. (2014). “Concrete bonding adhesive, product no. 9902 [data sheet].” 〈http://www.quikrete.com/productlines/concretebondingadhesive.asp〉 (Feb. 10, 2014).
Ruiz-García, J., and Miranda, E. (2003). “Inelastic displacement ratios for evaluation of existing structures.” Earthquake Eng. Struct. Dyn., 32(8), 1237–1258.
Serrette, R., Lam, I., Qi, H., Hernandez, H., and Toback, A. (2006). “Cold-formed steel frame shear walls utilizing structural adhesives.” J. Struct. Eng., 591–599.
Uang, C. M., and Gatto, K. (2003). “Effects of finish materials and dynamic loading on the cyclic response of woodframe shearwalls.” J. Struct. Eng., 1394–1402.
Van De Lindt, J. W. (2004). “Evolution of wood shear wall testing, modeling, and reliability analysis: Bibliography.” Pract. Period. Struct. Des. Constr., 44–53.
Westpac Materials. (2012). “Fast set 20 lite setting compound [data sheet].” 〈http://www.westpac.bz/MSDS.asp〉 (Feb. 10, 2014).

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 142Issue 4April 2016

History

Received: Apr 4, 2014
Accepted: Feb 12, 2015
Published online: Mar 25, 2015
Discussion open until: Aug 25, 2015
Published in print: Apr 1, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

S. Swensen, S.M.ASCE [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Stanford Univ., 439 Panama Mall, Room 216, Stanford, CA 94305-4020 (corresponding author). E-mail: [email protected]; [email protected]
G. G. Deierlein, F.ASCE
John A. Blume Professor, Dept. of Civil and Environmental Engineering, Stanford Univ., 439 Panama Mall, Room 118, Stanford, CA 94305-4020.
E. Miranda, M.ASCE
Associate Professor, Dept. of Civil and Environmental Engineering, Stanford Univ., 473 Via Ortega, Room 281, Stanford, CA 94305-4020.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share