TECHINCAL PAPERS
Apr 1, 2006

Design Criteria for Seam and Sheeting-to-Framing Connections of Cold-Formed Steel Shear Panels

Publication: Journal of Structural Engineering
Volume 132, Issue 4

Abstract

In recent years important research activity has been undertaken in order to determine the earthquake performance of light gauge steel house structures. Usually, studies approach the problem of earthquake performance through experiments on wall panels conducted either under monotonic or cyclic loads. All studies underline the overwhelming importance that the behavior of the connections has in determining the overall performance of wall panels. However, although these studies focused on the global behavior of the panel, they did not try to characterize the behavior of and provide design criteria for connections, as components of the structural system, and to provide relevant design criteria. The present paper attempts to fill this gap.

Get full access to this article

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

References

Building Seismic Safety Council. (1997). “NEHRP guidelines for the seismic rehabilitation of buildings.” FEMA-273, prepared for the Federal Emergency Management Agency, Washington, D.C.
European Convention for Constructional Steelwork (ECCS). (1983). P21—European recommendation for steel construction: The design and testing of connections in steel sheeting and sections, Brussels, Belgium.
European Convention for Constructional Steelwork (ECCS). (1985). Recommended testing procedure for assessing the behaviour of structural steel elements under cyclic loads, Brussels, Belgium.
European Convention for Constructional Steelwork (ECCS). (1995). P88—European recommendations for the application of metal sheeting acting as a diaphragm, Brussels, Belgium.
Eurocode 3. (2001). Part 1.3.—Supplementary rules for cold formed thin gauge members and sheeting.
Fan, L. (1996). “Contributions to steel sheet connections of screws, blind rivets and cartridge fired pins.” Ph.D. thesis, Univ. of Liege, Liege, Belgium.
Fan, L., Rondal, J., and Cescotto, S. (1997). “Finite element modelling of single lap screw connections in steel sheeting under static shear.” Thin-Walled Struct., 27(2), 165–185.
Fülöp, L. A., and Dubina, D. (2004a). “Performance of wall-stud cold-formed shear panels under monotonic and cyclic loading Part I: Experimental research.” Thin-Walled Struct., 42(2), 321–338.
Fülöp, L. A., and Dubina, D. (2004b). “Performance of wall-stud cold-formed shear panels under monotonic and cyclic loading Part II: Numerical modeling and performance analysis.” Thin-Walled Struct., 42(2), 339–349.
Kawai, Y., Kanno, R., and Hanya, K. (1997). Cyclic shear resistance of light-gauge steel framed walls, ASCE Structures Congress, Portland, Ore.
McCutcheon, W. J. (1985). “Racking deformations in wood shear walls.” J. Struct. Eng., 111(2), 257–269.
Salenikovich, A. J. (2000). “The racking performance of light-framed shear walls.” Ph.D. thesis, Virginia Polytechnic Institute and State Univ.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 132Issue 4April 2006
Pages: 582 - 590

History

Received: Dec 3, 2004
Accepted: Jun 27, 2005
Published online: Apr 1, 2006
Published in print: Apr 2006

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Benjamin W. Schafer

Authors

Affiliations

L. A. Fülöp [email protected]
Senior Lecturer, Dept. of Steel Structures and Structural Mechanics, Politehnica Univ. of Timisoara, 1 Ioan Curea St., 300244 Timisoara, Romania. E-mail: [email protected]
Professor, Dept. of Steel Structures and Structural Mechanics, Politehnica Univ. of Timisoara, 1 Ioan Curea St., 300244 Timisoara, Romania. E-mail: [email protected]

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