N. Bićanić
- Ultimate load analysis of eccentrically stiffenend shell structures. Presented at: IABSE Colloquium: Computational Mechanics of Concrete Structures - Advances and Applications, Delft, Netherlands, 1987. (1987):
- Mathematical Modeling of Electrochemical Steel Corrosion in Concrete. In: Journal of Engineering Mechanics (ASCE), v. 122, n. 12 (December 1996). (1996):
- A comparison of lagrangian and serendipity mindlin plate elements for free vibration analysis. In: Computers & Structures, v. 10, n. 3 (June 1979). (1979):
- Adaptive mesh refinement for localised phenomena. In: Computers & Structures, v. 63, n. 3 (May 1997). (1997):
- Detection of multiple active yield conditions for Mohr-Coulomb elasto-plasticity. In: Computers & Structures, v. 62, n. 1 (January 1997). (1997):
- Viscoplastic Hoffman consistency model for concrete. In: Computers & Structures, v. 79, n. 1 (January 2001). (2001):
- A note on singularity indicators for mohr-coulomb type yield criteria. In: Computers & Structures, v. 39, n. 1-2 (January 1991). (1991):
- Computational framework for discontinuous modelling of masonry arch bridges. In: Computers & Structures, v. 79, n. 19 (July 2001). (2001):
- Constitutive model for concrete under dynamic loading. In: Earthquake Engineering and Structural Dynamics, v. 11, n. 5 (September 1983). (1983):
- Residual fracture properties of normal- and high-strength concrete subject to elevated temperatures. In: Magazine of Concrete Research, v. 52, n. 2 (April 2000). (2000):
- Radial fictitious cracking of thick-walled cylinder due to bar pull-out. In: Magazine of Concrete Research, v. 54, n. 3 (June 2002). (2002):
- Theoretical model of high temperature effects on uniaxial concrete member under elastic restraint. In: Magazine of Concrete Research, v. 54, n. 4 (August 2002). (2002):
- Fully coupled, hygro-thermo-mechanical sensitivity analysis of a pre-stressed concrete pressure vessel. In: Engineering Structures, v. 59 (February 2014). (2014):
- Fracture energy of high-performance concrete at high temperatures up to 450°C: the effects of heating temperatures and testing conditions (hot and cold). In: Magazine of Concrete Research, v. 58, n. 5 (June 2006). (2006):
- Boundary Deformability and Convergence in the Higher-Order Numerical Manifold Method. Presented at: 9th International Conference on Analysis of Discontinuous Deformation — New Developments and Applications, Nanyang Technological University, Singapore, 25–27 November 2009. :
- The Numerical Manifold Method and Extended Finite Element Method — a Comparison from the Perspective of Discontinuous Deformation Analysis. Presented at: 9th International Conference on Analysis of Discontinuous Deformation — New Developments and Applications, Nanyang Technological University, Singapore, 25–27 November 2009. :