References
- Bairan, J. M., & Mari, A. R. (2007). Multiaxial-coupled analysis of RC cross-sections subjected to combined forces. Engineering structures, 29, 1722–1738.
- Batoz, J., & Dhatt, G. (1990). Modelisation des Structures par Element Finis, Vol. 2. Poutres et Plaques [Finite element modelling of structures. Vol. 2: Beams and shells]. Paris: Hermes.
- Chalioris, C. E., & Karayannis, C. G. (2009). Effectiveness of the use of steel fibres on the torsional behaviour of flanged concrete beams. Cement and Concrete Composites, 31, 331–341.
- Dubé, J.-F. (1997). Modélisation multicouche des voiles en béton armé. Modélisation multicouche des voiles en béton armé. Revue française de génie civil, 1, 285–307.
- EN, B. (1992). 1–1: 2004 Eurocode 2: Design of concrete structures. General rules and rules for buildings.
- Guedes, J., Pégon, P., & Pinto, A. (1994). A fibre Timoshenko beam element in CASTEM 2000. Rapport technique, special publication Nr. I. 94.31, JRC, I-21020, Ispra, Italy.
- Kotronis, P., & Grange, S. (2010). Simplified modelling strategies for reinforced concrete structures. European Journal of Environmental and Civil Engineering, 14, 823–838.
- Kotronis, P., & Mazars, J. (2005). Simplified modelling strategies to simulate the dynamic behaviour of R/C walls. Journal of Earthquake Engineering, 9, 285–306.
- Le Corvec, V. (2012). Nonlinear 3D frame element with multi-axial coupling under consideration of local effects (PhD thesis), Berkeley: University of California.
- Levasseur, S., Malécot, Y., Boulon, M., & Flavigny, E. (2008). Soil parameter identification using a genetic algorithm. International Journal for Numerical and Analytical Methods in Geomechanics, 32, 189–213.
- Levasseur, S., Malecot, Y., Boulon, M., & Flavigny, E. (2009). Statistical inverse analysis based on genetic algorithm and principal component analysis: Method and developments using synthetic data. International journal for numerical and analytical methods in geomechanics, 33, 1485–1511.
- Mazars, J. (1986). A description of micro-and macroscale damage of concrete structures. Engineering Fracture Mechanics, 25, 729–737.
- Mazars, J., Hamon, F., & Grange, S. (2014). A new 3D damage model for concrete under monotonic, cyclic and dynamic loadings. Materials and Structures, 1–15.
- Mazars, J., Kotronis, P., & Davenne, L. (2002). A new modelling strategy for the behaviour of shear walls under dynamic loading. Earthquake engineering & structural dynamics, 31, 937–954.
- Mazars, J., Kotronis, P., Ragueneau, F., & Casaux, G. (2006). Using multifiber beams to account for shear and torsion: Applications to concrete structural elements. Computer Methods in Applied Mechanics and Engineering, 195, 7264–7281.
- Millard, A. (1993). Castem 2000 User Manual (Technical report No. Rapport CEA-LAMBS No 93/007). Saclay, France: Commissariat Francais Energie Atomique.
- Pal, S., Wathugala, G. W., & Kundu, S. (1996). Calibration of a constitutive model using genetic algorithms. Computers and Geotechnics, 19, 325–348.
- Renders, J.M. (1995). Algorithmes génétiques et réseaux de neurones: Applications à la commande de processus. Paris: Hermès.
- Spacone, E., & El-Tawil, S. (2004). Nonlinear analysis of steel-concrete composite structures: State of the art. Journal of Structural Engineering, 130, 159–168.
- Subramaniam, K. V., Popovics, J. S., & Shah, S. P. (1998). Testing concrete in torsion: Instability analysis and experiments. Journal of engineering mechanics, 124, 1258–1268.