Behaviour of beam-to-tubular column angle connections under shear loads
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference27 articles.
1. Design guidelines for longitudinal plate to HSS connections;Cao;J Struct Eng,1998
2. Longitudinal plate and through plate-to-hollow structural section welded connections;Kosteski;J Struct Eng,2003
3. Welded tee-to-HSS connections;Kosteski;J Struct Eng, ASCE,2003
4. Kurobane Y. Connections in tubular structures. In: Progress in structural engineering and materials; 2002.
5. CEN.EN1993-1-8. Eurocode 3: design of steel structures, Part 1–8: Design of joints, vols. 1–8; 1998.
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