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C. J. Gantes

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. Dimopoulos, C. A. / Gantes, C. J. (2012): Comparison of alternative algorithms for buckling analysis of slender steel structures. In: Structural Engineering and Mechanics, v. 44, n. 2 (October 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. In: Thin-Walled Structures, v. 54 (May 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. In: Steel and Composite Structures, v. 1, n. 4 (December 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. In: Soil Dynamics and Earthquake Engineering, v. 31, n. 3 (March 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. In: Journal of Constructional Steel Research, v. 64, n. 10 (October 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. In: Journal of Constructional Steel Research, v. 64, n. 12 (December 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. In: Journal of Constructional Steel Research, v. 83 (April 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. In: Computers & Structures, v. 30, n. 3 (January 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. In: Computers & Structures, v. 88, n. 19-20 (October 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. In: International Journal of Space Structures, v. 8, n. 1-2 (April 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. In: International Journal of Space Structures, v. 8, n. 1-2 (April 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. In: Journal of the International Association for Shell and Spatial Structures, v. 57, n. 4 (December 2016).

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

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