Experimental assessment of angle shear connectors under monotonic and fully reversed cyclic loading in high strength concrete-Reference-Cited by-同舟云学术

Experimental assessment of angle shear connectors under monotonic and fully reversed cyclic loading in high strength concrete

Published:2014-02 Issue: Volume:52 Page:276-283
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Shariati Ali,Shariati Mahdi^ORCID,Ramli Sulong N.H.,Suhatril Meldi,Arabnejad Khanouki M.M.,Mahoutian Mehrdad

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference38 articles.

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3. Composite construction-tests on small scale shear connectors;Rao;Inst Eng Civil Eng Trans, Australia,1970

4. Comparison of behaviour between channel and angle shear connectors under monotonic and fully reversed cyclic loading;Shariati;Constr Build Mater,2013

5. Hiroshi Y, Kiyomiya O. Load carrying capacity of shear connectors made of shape steel in steel–concrete composite members. Structures division subaqueous tunnels and pipelines laboratory. Technical note 0595; 1987.

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