0
  • DE
  • EN
  • FR
  • Base de données et galerie internationale d'ouvrages d'art et du génie civil

Publicité

C. J. Gantes

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Dimopoulos, C. A. / Gantes, C. J. (2012): Comparison of alternative algorithms for buckling analysis of slender steel structures. Dans: Structural Engineering and Mechanics, v. 44, n. 2 (octobre 2012).

    https://doi.org/10.12989/sem.2012.44.2.219

  2. Dimopoulos, C. A. / Gantes, C. J. (2012): Experimental investigation of buckling of wind turbine tower cylindrical shells with opening and stiffening under bending. Dans: Thin-Walled Structures, v. 54 (mai 2012).

    https://doi.org/10.1016/j.tws.2012.02.011

  3. Gantes, C. J. / Vayas, I. / Spiliopoulos, A. / Pouangare, C. C. (2001): Bending and shear stiffness optimization for rigid and braced multi-story steel frames. Dans: Steel and Composite Structures, v. 1, n. 4 (décembre 2001).

    https://doi.org/10.12989/scs.2001.1.4.377

  4. Papageorgiou, A. V. / Gantes, C. J. (2011): Equivalent uniform damping ratios for linear irregularly damped concrete/steel mixed structures. Dans: Soil Dynamics and Earthquake Engineering, v. 31, n. 3 (mars 2011).

    https://doi.org/10.1016/j.soildyn.2010.09.010

  5. Dimopoulos, C. A. / Gantes, C. J. (2008): Design of circular steel arches with hollow circular cross-sections according to EC3. Dans: Journal of Constructional Steel Research, v. 64, n. 10 (octobre 2008).

    https://doi.org/10.1016/j.jcsr.2007.09.009

  6. Dimopoulos, C. A. / Gantes, C. J. (2008): Nonlinear in-plane behavior of circular steel arches with hollow circular cross-section. Dans: Journal of Constructional Steel Research, v. 64, n. 12 (décembre 2008).

    https://doi.org/10.1016/j.jcsr.2008.01.005

  7. Dimopoulos, C. A. / Gantes, C. J. (2013): Comparison of stiffening types of the cutout in tubular wind turbine towers. Dans: Journal of Constructional Steel Research, v. 83 (avril 2013).

    https://doi.org/10.1016/j.jcsr.2012.12.016

  8. Papadrakakis, M. / Gantes, C. J. (1988): Truncated newton methods for nonlinear finite element analysis. Dans: Computers & Structures, v. 30, n. 3 (janvier 1988).

    https://doi.org/10.1016/0045-7949(88)90306-9

  9. Papageorgiou, A. V. / Gantes, C. J. (2010): Equivalent modal damping ratios for concrete/steel mixed structures. Dans: Computers & Structures, v. 88, n. 19-20 (octobre 2010).

    https://doi.org/10.1016/j.compstruc.2010.06.014

  10. Gantes, C. J. / Logcher, R. D. / Connor, J. J. / Rosenfeld, Y. (1993): Deployability Conditions for Curved and Flat, Polygonal and Trapezoidal Deployable Structures. Dans: International Journal of Space Structures, v. 8, n. 1-2 (avril 1993).

    https://doi.org/10.1177/0266351193008001-210

  11. Gantes, C. J. / Logcher, R. D. / Connor, J. J. / Rosenfeld, Y. (1993): Geometric Design of Deploybale Structures with Discrete Joint Size. Dans: International Journal of Space Structures, v. 8, n. 1-2 (avril 1993).

    https://doi.org/10.1177/0266351193008001-211

  12. Livanou, M. A. / Gantes, C. J. (2016): Assessing the Necessity to Account for Geometric Nonlinearity in Von Mises Trusses Representing Simple Shallow Roofs. Dans: Journal of the International Association for Shell and Spatial Structures, v. 57, n. 4 (décembre 2016).

    https://doi.org/10.20898/j.iass.2016.190.851

Rechercher une publication...

Disponible seulement avec
Mon Structurae

Texte intégral
Structurae coopère avec
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine