Static and cyclic behaviour of a steel–concrete composite beam with horizontal shear connections-Reference-Cited by-同舟云学术

Static and cyclic behaviour of a steel–concrete composite beam with horizontal shear connections

Published:2009-12 Issue:12 Volume:65 Page:2207-2216
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Jurkiewiez B.

Publisher

Elsevier BV

Subject

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

Reference12 articles.

1. Nishimura A, Okumura T, Ariga Y. Shear connector utilizing the reinforcing steel in composite girder slab. In: Proceedings of the symposium on new techniques in the construction of structures. 17th national symposium on bridges and structural engineering. Japan Society for the Promotion of Science; 1971. p. 35–47

2. Kraus D, Wurzer O. Bearing capacity of concrete dowels. In: International conference on composite construction — Conventional and innovative, Innsbruck; 1997. p. 133–8

3. Kuhlman U, Kürchner K.. Behavior of lying shear studs in reinforced concrete slabs. In: International symposium on connections between steel and concrete. Stuttgart; 2001. p. 1076–85

4. Breuninger U. Design of lying studs with longitudinal shear force. In: International symposium on connections between steel and concrete. Stuttgart; 2001. p. 1015–24

5. Static behaviour of a steel–concrete composite beam with an innovative horizontal connection;Jurkiewiez;Journal of Constructional Steel Research,2005

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