Cyclic Testing of Braces Laterally Restrained by Steel Studs

This paper experimentally investigates the cyclic inelastic performance of concentrically braced frames with and without cold formed steel stud (CFSS) infills designed to laterally restrain braces and delay their buckling. Specimens have either diagonal tube or solid bar braces with and without CFSS and U brackets providing out-of-plane and in-plane buckling restraint. Behavioral characteristics of the specimens are quantified with an emphasis on hysteretic energy dissipation. Experimental results show that, at the same ductility levels, the cumulative energy dissipation of braced frames can be significantly increased when CFSS members are used to laterally restrain the braces against buckling. However, when tubular cross sections are used for braces, local buckling led to a reduced fracture life compared to the case without CFSS members. CFSS members appear to be relatively more effective when solid bar braces having large slenderness (tension-only braces) are used, since the difference between dissipated energies obtained with and without studs is substantial.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/07339445
• Authors:
  • Celik, Oguz C
  • Berman, Jeffrey W
  • Bruneau, Michel
• Publication Date: 2005-7

Language

• English

Media Info

• Media Type: Print
• Features: Figures; Photos; References; Tables;
• Pagination: pp 1114-1124
• Serial:
  • Journal of Structural Engineering
  • Volume: 131
  • Issue Number: 7
  • Publisher: American Society of Civil Engineers
  • ISSN: 0733-9445
  • Serial URL: http://ascelibrary.org/loi/jsendh

Subject/Index Terms

• TRT Terms: Bracing; Buckling; Cyclic tests; Dissipation; Earthquake engineering; Steel structures; Studs
• Uncontrolled Terms: Cold-formed steel
• Subject Areas: Bridges and other structures; Design; Energy; Highways; Materials; I24: Design of Bridges and Retaining Walls; I32: Concrete;

Filing Info

• Accession Number: 01002511
• Record Type: Publication
• Files: TRIS
• Created Date: Jul 29 2005 8:59AM