Experimental study on full scale steel-concrete composite beams using truss-type shear connectors-Reference-Cited by-同舟云学术

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Experimental study on full scale steel-concrete composite beams using truss-type shear connectors

Published:2024-03 Issue: Volume:303 Page:117490
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Lima Jerfson M.,Bezerra Luciano M.,Bonilla Jorge,Mirambell Enrique

Publisher

Elsevier BV

Reference54 articles.

1. I.M. Viest, Test of Stud Shear Connectors Parts I, II, III and IV, Engrg, Lorain, Ohio, 1956.

2. Investigation of Stud Shear Connectors for Composite Concrete and Steel T- Beams;Viest;J Am Concr Inst,1956

3. Composite Construction Design for Buildings;Viest,1997

4. Shear Strength of Stud Connectors in Lightweight and Normal-Weight Concrete;Ollgaard;AISC Eng J,1971

5. M.D. Rambo-Roddenberry, Behavior and Strength of Welded Stud Shear, Ph.D. Thesis Dissertation, University of Blacksburg, Virginia, EE.UU, 2002.

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1. Cyclic loading experiments on seismic performance of precast concrete superposed shear walls with CFST end columns;Journal of Building Engineering;2024-11

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