Behaviour of bolted endplate composite joints to square and circular CFST columns

Author:

Thai Huu-Tai,Uy Brian,Yamesri ,Aslani Farhad

Funder

Australian Research Council

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference20 articles.

1. Semi-rigid joints in steel-concrete composite frames;Benussi;Construzioni Metalliche,1989

2. Performance of composite connections: major axis end plate joints;Anderson;J. Constr. Steel Res.,1994

3. Behaviour of flush end-plate composite connections with unbalanced moment and variable shear/moment ratios I. Experimental behaviour;Li;J. Constr. Steel Res.,1996

4. Modeling and experimental investigation of bolted flush endplate composite beam-to-column joints;Aribert,2000

5. Testing of steel-concrete composite connections and appraisal of results;Liew;J. Constr. Steel Res.,2000

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