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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Thannon, A. Y. / Bićanić, N. / Owen, D. R. J. (1987): Ultimate load analysis of eccentrically stiffenend shell structures. Presented at: IABSE Colloquium: Computational Mechanics of Concrete Structures - Advances and Applications, Delft, Netherlands, 1987.

    https://doi.org/10.5169/seals-41944

  2. Balabanic, G. / Bićanić, N. / Dureković, A. (1996): Mathematical Modeling of Electrochemical Steel Corrosion in Concrete. In: Journal of Engineering Mechanics (ASCE), v. 122, n. 12 (December 1996).

    https://doi.org/10.1061/(asce)0733-9399(1996)122:12(1113)

  3. Hinton, E. / Bićanić, N. (1979): A comparison of lagrangian and serendipity mindlin plate elements for free vibration analysis. In: Computers & Structures, v. 10, n. 3 (June 1979).

    https://doi.org/10.1016/0045-7949(79)90023-3

  4. Selman, A. / Hinton, E. / Bićanić, N. (1997): Adaptive mesh refinement for localised phenomena. In: Computers & Structures, v. 63, n. 3 (May 1997).

    https://doi.org/10.1016/s0045-7949(96)00372-0

  5. Bićanić, N. (1997): Detection of multiple active yield conditions for Mohr-Coulomb elasto-plasticity. In: Computers & Structures, v. 62, n. 1 (January 1997).

    https://doi.org/10.1016/s0045-7949(96)00267-2

  6. Winnicki, A. / Pearce, C. J. / Bićanić, N. (2001): Viscoplastic Hoffman consistency model for concrete. In: Computers & Structures, v. 79, n. 1 (January 2001).

    https://doi.org/10.1016/s0045-7949(00)00110-3

  7. de Borst, R. / Bićanić, N. (1991): A note on singularity indicators for mohr-coulomb type yield criteria. In: Computers & Structures, v. 39, n. 1-2 (January 1991).

    https://doi.org/10.1016/0045-7949(91)90089-5

  8. Thavalingam, A. / Bićanić, N. / Robinson, J. I. / Ponniah, D. A. (2001): Computational framework for discontinuous modelling of masonry arch bridges. In: Computers & Structures, v. 79, n. 19 (July 2001).

    https://doi.org/10.1016/s0045-7949(01)00102-x

  9. Bićanić, N. / Zienkiewicz, O. C. (1983): Constitutive model for concrete under dynamic loading. In: Earthquake Engineering and Structural Dynamics, v. 11, n. 5 (September 1983).

    https://doi.org/10.1002/eqe.4290110508

  10. Zhang, B. / Bićanić, N. / Pearce, C. J. / Balabanic, G. (2000): Residual fracture properties of normal- and high-strength concrete subject to elevated temperatures. In: Magazine of Concrete Research, v. 52, n. 2 (April 2000).

    https://doi.org/10.1680/macr.2000.52.2.123

  11. Nielsen, C. V. / Bićanić, N. (2002): Radial fictitious cracking of thick-walled cylinder due to bar pull-out. In: Magazine of Concrete Research, v. 54, n. 3 (June 2002).

    https://doi.org/10.1680/macr.2002.54.3.215

  12. Nielsen, C. V. / Pearce, C. J. / Bićanić, N. (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).

    https://doi.org/10.1680/macr.2002.54.4.239

  13. Davie, C. T. / Pearce, C. J. / Bićanić, N. (2014): Fully coupled, hygro-thermo-mechanical sensitivity analysis of a pre-stressed concrete pressure vessel. In: Engineering Structures, v. 59 (February 2014).

    https://doi.org/10.1016/j.engstruct.2013.10.033

  14. Zhang, B. / Bićanić, N. (2006): 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).

    https://doi.org/10.1680/macr.2006.58.5.277

  15. Kourepinis, D. / Pearce, C. J. / Bićanić, N.: 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.

    https://doi.org/10.3850/9789810844554-0055

  16. Kourepinis, D. / Pearce, C. J. / Bićanić, N.: 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.

    https://doi.org/10.3850/9789810844554-0075

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