Shear Connection Nonlinearity and Deflections of Steel–Concrete Composite Beams: A Simplified Method-Reference-Cited by-同舟云学术

Shear Connection Nonlinearity and Deflections of Steel–Concrete Composite Beams: A Simplified Method

Published:2003-01 Issue:1 Volume:129 Page:12-20
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Faella Ciro¹,Martinelli Enzo²,Nigro Emidio³

Affiliation:

1. Full Professor of Structural Engineering, Dept. of Civil Engineering, Univ. of Salerno, Italy.

2. Doctoral Student in Structural Engineering, Dept. of Civil Engineering, Univ. of Salerno, Italy.

3. Associate Professor of Structural Engineering, PhD, Dept. of Civil Engineering, Univ. of Salerno, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282003%29129%3A1%2812%29

Reference21 articles.

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2. American Institute for Steel Construction (AISC). (1993). “ Load and resistance factor design specification for structural steel buildings .” AISC Chicago.

3. SHEAR IN COMPOSITE BEAM-COLUMN CONNECTIONS.

4. Modèle de calcul élasto-plastique de poutre mixtes a connexion partielle.;Aribert J. M.;Costrution Métallique,1982

5. Aribert J. M. Raoul J. and Terpereau O. (1997). “Test and analyses of a bridge continuous composite beam.” Proc. “Composite Construction—Conventional and Innovative ” International Conf. Innsbruck Austria 271–276.

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