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

Journal of Structural Engineering

Volumn 132, Issue 4, 2006, Pages 582-590

  Fulop L A ^a   Dubina, D ^a  

^a POLITEHNICA UNIVERSITY OF TIMISOARA   (Romania)

Author keywords

Cold formed steel; Connections; Design criteria; Ductility; Fasteners; Performance characteristics; Shear walls

Indexed keywords

DUCTILITY; EARTHQUAKES; ENGINEERING RESEARCH; FASTENERS; SHEAR WALLS; SHEET METAL; STEEL STRUCTURES; STRUCTURAL PANELS;

COLD-FORMED STEEL; CONNECTIONS; DESIGN CRITERIA; PERFORMANCE CHARACTERISTICS;

STRUCTURAL DESIGN;

EID: 33645140973     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2006)132:4(582)     Document Type: Conference Paper

References (12)

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4. European Convention for Constructional Steelwork (ECCS). (1995). P88 - European recommendations for the application of metal sheeting acting as a diaphragm, Brussels, Belgium.
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