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


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: Structural analysis | Steel structures | I beams | Building design | Structural design | Strength of materials | Stiffening

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