Experimental study of sustainable high strength steel flush end plate beam-to-column composite joints with deconstructable bolted shear connectors-Reference-Cited by-同舟云学术

Experimental study of sustainable high strength steel flush end plate beam-to-column composite joints with deconstructable bolted shear connectors

Published:2016-09 Issue: Volume:123 Page:124-140
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Ataei Abdolreza,Bradford Mark A.,Valipour Hamid R.,Liu Xinpei

Funder

Australian Research Council

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference34 articles.

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2. Strength of slender concrete filled high strength steel box columns;Mursi;J Constr Steel Res,2004

3. Experimental behaviour of high strength steel end-plate connections;Girão Coelho;J Constr Steel Res,2007

4. High strength steel in buildings and civil engineering structures: design of connections;Girão Coelho;Adv Struct Eng Struct,2010

5. An experimental study of the use of high-strength friction-grip bolts as shear connectors in composite beams;Marshall;Struct Eng,1971

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