Design criteria for seam and sheeting-to-framing connections of cold-formed steel shear panels

Ludovic A. Fülöp, Dan Dubina

Research output: Chapter in Book/Report/Conference proceedingConference article in proceedingsScientificpeer-review

4 Citations (Scopus)

Abstract

In recent years important research activity was undertaken to determine the earthquake performance of light gauge steel house structures. Usually, studies approach the problem of earthquake performance trough 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 the wall panels. However, these studies focused on the global behavior of the panel and did not try to characterize the behavior and provide design criteria for connections, as components of the structural system. The present paper attempts to fulfill this gap.

Original languageEnglish
Title of host publicationRecent Research and Development in Cold-Formed Steel Design and Construction,
Subtitle of host publicationNovember, 45-5, 2004
Pages743-759
Number of pages17
Publication statusPublished - 2005
MoE publication typeA4 Article in a conference publication
Event17th International Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction - Orlando, FL, United States
Duration: 4 Nov 20045 Nov 2004

Conference

Conference17th International Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction
Country/TerritoryUnited States
CityOrlando, FL
Period4/11/045/11/04

Fingerprint

Dive into the research topics of 'Design criteria for seam and sheeting-to-framing connections of cold-formed steel shear panels'. Together they form a unique fingerprint.

Cite this