Preliminary investigations into the behaviour of extended end-plate steel connections with backing plates

Author:

Moore D.B.,Sims P.A.C.

Publisher

Elsevier BV

Subject

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

Reference9 articles.

1. A design method for the tension side of statically loaded, bolted beam to column connections;Zoetemeijer,1974

2. Design rules for beam-to-column connections in Europe;Stark;TNO Report no. BI-83-60,1983

3. Bolted beam-to-column connections in frames;van Bercum;IBBC-TNO Report no. BI-76-96,1976

4. Design rules for bolted beam-to-column connections;van Bercum,1978

5. A limit state design method for the tension region of bolted beam to column connections;Packer;The Structural Engineer,1977

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1. Numerical and Analytical Investigation of Aluminium Bracket Strengthening;Archives of Civil Engineering;2018-09-28

2. Experimental assessment of the semi-rigid connections behavior with angles and stiffeners;Journal of Constructional Steel Research;2015-11

3. Stiffening of bolted end-plate connections with steel member assemblies;Journal of Constructional Steel Research;2014-12

4. Initial stiffness and moment resistance of reinforced joint with end-plate connection;Frontiers of Architecture and Civil Engineering in China;2009-09-30

5. Analysis of a bolted T-stub strengthened by backing-plates with regard to Eurocode 3;Journal of Constructional Steel Research;2007-12

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