Service-Stage Analysis of Curved Composite Steel-Concrete Bridge Beams-Reference-Cited by-同舟云学术

Service-Stage Analysis of Curved Composite Steel-Concrete Bridge Beams

Published:2006-12 Issue:12 Volume:132 Page:1928-1939
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Giussani Francesca¹²,Mola Franco¹²

Affiliation:

1. Dept. of Structural Engineering, Milan Univ. of Technology (Politecnico), P.za L. da Vinci 32, 20133 Milan, Italy. E-mail: francesca.giussani@polimi.it

2. Professor of Theory and Design of R.C. and P.C. Structures, Dept. of Structural Engineering, Milan Univ. of Technology (Politecnico), P.za L. da Vinci 32, 20133 Milan, Italy. E-mail: mola@stru.polimi.it

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%282006%29132%3A12%281928%29

Reference21 articles.

1. Prediction of concrete creep effects using age-adjusted effective modulus method;Bažant Z. P.;ACI J.,1972

2. Committee Euro-International du Béton (CEB/FIP). (1993). Model Code 1990: Design code Thomas Telford London.

3. Chiorino M. A. Losana G. and Napoli P. (1982). “Influence of creep on stresses due to temperature variations in concrete structures.” CEB Bulletin d’Information n. 154 Committee Euro-International du Béton Lausanne Switzerland.

4. Tests of curved steel-concrete composite beams;Colville J.;J. Struct. Div.,1973

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