Experimental and numerical investigations of tensile behavior of slip-critical blind bolts anchored in concrete-filled steel tubes
Author:
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference52 articles.
1. Strength of concrete filled steel tubular columns;Knowles;ASCE J Struct Div,1969
2. Design of extended end-plate connections for hollow section columns;Mourad;Can J Civ Eng,1996
3. Strength and rotational stiffness of simple connections to tubular columns using flowdrill connectors;France;J Constr Steel Res,1999
4. Response and component characterisation of semi-rigid connections to tubular columns under axial loads;Liu;Eng Struct,2012
5. Blind bolted T-stub connections to unfilled hollow section columns in low rise structures;Lee;J Constr Steel Res,2010
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