Nonlinear Time-Dependent Behavior of Composite Steel-Concrete Beams-Reference-Cited by-同舟云学术

Nonlinear Time-Dependent Behavior of Composite Steel-Concrete Beams

Published:2016-05 Issue:5 Volume:142 Page:04015175
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Nguyen Quang-Huy¹,Hjiaj Mohammed²

Affiliation:

1. Associate Professor, Université Européenne de Bretagne, INSA de Rennes, 20 Ave. des Buttes de Coësmes, CS 70839, F-35708 Rennes Cedex 7, France (corresponding author).

2. Professor, Université Européenne de Bretagne, INSA de Rennes, 20 Ave. des Buttes de Coësmes, CS 70839, F-35708 Rennes Cedex 7, France.

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%29ST.1943-541X.0001432

Reference55 articles.

1. American Concrete Institute (ACI). (1997). “Prediction of creep shrinkage and temperature effects in concrete structures.” ACI 209 Farmington Hills MI.

2. Modèle calcul élasto-plastique de poutres mixtes à connexion partiell;Aribert J.;Constr. Met.,1982

3. A two-field mixed variational principle for partially connected composite beams

4. Mixed Formulation of Nonlinear Steel-Concrete Composite Beam Element

5. Creep and fracture in concrete: a fractional order rate approach

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