Externally Stiffened I-Beam to Box-Column Connections

by N. E. Shanmugam, (F.ASCE), Natl Univ of Singapore, Singapore, Singapore,



Document Type: Proceeding Paper

Part of: Structures Congress XII

Abstract:

This paper is concerned with I-beam to Box-column connections stiffened externally. Experimental and theoretical findings on full-scale connection models are highlighted. The performance of T-stiffeners was found to be better than that of the other types. A simple design procedure has been proposed for T-stiffeners.



Subject Headings: Steel structures | Structural analysis | Building design | Strength of materials | Connections (structural) | Steel frames | I beams | Building materials

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