1. Shear Resistance Evaluation of Prestressed Concrete Bridge Beams: fib Model Code 2010 Guidelines for Level IV Approximations;Belletti;Structural Concrete,2013
2. Belletti, B.; Damoni, C.; Hendriks, M. A. N.; and den Uijl, J. A., 2013b, “Nonlinear Finite Element Analyses of Reinforced Concrete Slabs: Comparison of Safety Formats,” VIII International Conference on Fracture Mechanics of Concrete and Concrete Structures (FraMCoS-8), J. G. M. Van Mier, G. Ruiz, C. Andrade, R. C. Yu, and X. X. Zhang, eds., 12 pp.
3. Evaluation of Safety Formats for Non-Linear Finite Element Analyses of Statically Indeterminate Concrete Structures Subjected to Different Load Paths;Blomfors;Structural Concrete,2016
4. The Challenge of Predicting the Shear Strength of Very Thick Slabs;Collins;Concrete International,2015
5. de Boer, A.; Hendriks, M. A. N.; den Uijl, J. A.; Belletti, B.; and Damoni, C., 2014, “Nonlinear FEA Guideline for Modelling of Concrete Infrastructure Objects,” Computational Modelling of Concrete Structures: Proceedings ofEuro-C 2014, St. Anton am Arlberg, Austria, 24-27 March 2014, N. Bićanić, H. Mang, G. Meschke, and R. de Borst, eds., CRC Press, Boca Raton, FL, pp. 977-985.