Sectional model for the fire evaluation of reinforced concrete columns subjected to biaxial bending

Author:

Peña D.L.,Albero V.,Ibáñez C.,Hospitaler A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference32 articles.

1. CEN. EN 1992-1-1, Eurocode 2: Design of concrete structures, Part 1.1: General rules and rules for buildings, Brussels, Belgium: Comité Européen de Normalisation; 2004.

2. Design criteria for reinforced columns under axial load and biaxial bending;Bresler;Journal of the American Concrete Institute.,1960

3. Analysis and Design of Square and Rectangular Columns by Equation of Failure Surface;Hsu;ACI Struct J,1988

4. Short reinforced concrete column capacity under biaxial and axial load;Hong;Can J Civ Eng,2000

5. Appraisal of Reciprocal Load Method for Reinforced Concrete Columns of Normal and High Strength Concrete;Wang;J Struct Eng,2002

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