A force‐based fiber beam‐column element to predict moment‐axial ‐shear interaction of reinforced concrete frames

Author:

Hippola Sameera1,Rajapakse Chathura2ORCID,Mihaylov Boyan2ORCID,Wijesundara Kushan1

Affiliation:

1. Department of Civil Engineering University of Peradeniya Peradeniya Sri Lanka

2. Department of ArGEnCo University of Liège Liège Belgium

Publisher

Wiley

Subject

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

Reference36 articles.

1. Flexure-Shear Fiber Beam-Column Elements for Modeling Frame Structures Under Seismic Loading — State of the Art

2. Fiber Element for Cyclic Bending and Shear of RC Structures. II: Verification

3. SIMPLIFIED MODELLING STRATEGIES TO SIMULATE THE DYNAMIC BEHAVIOUR OF R/C WALLS

4. KotronisP ChambonR MazarsJ CollinF.Local second gradient models and damage mechanics: application to concrete. Paper presented at: ICFXI — Proceedings of the 11th International Conference on Fracture Turin (Italy);2005

5. The modified compression field theory for reinforced concrete elements subjected to shear;Vecchio FJ;ACI J,1986

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