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G. T. Michaltsos

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. Sophianopoulos, D. S. / Asteris, P. G. / Michaltsos, G. T. (2005): Equilibrium based evaluation of stress distribution under steel column base plates. I: Governing Equations. In: Electronic Journal of Structural Engineering, v. 5 (January 2005).

    https://doi.org/10.56748/ejse.549

  2. Michaltsos, G. T. / Ermopoulos, J. C. / Konstantakopoulos, T. G. (2003): Preliminary design of cable-stayed bridges for vertical static loads. In: Structural Engineering and Mechanics, v. 16, n. 1 (July 2003).

    https://doi.org/10.12989/sem.2003.16.1.001

  3. Michaltsos, G. T. / Konstantakopoulos, T. G. (2000): A simplified dynamic analysis for estimation of the effect of rotary inertia and diaphragmatic operation on the behaviour of towers with additional masses. In: Structural Engineering and Mechanics, v. 10, n. 3 (September 2000).

    https://doi.org/10.12989/sem.2000.10.3.277

  4. Kostantakopoulos, T. G. / Michaltsos, G. T. (2010): Modeling and Analysis of A Plate on Elastic Foundation Subjected To Landing Airplanes' Forces. In: International Journal of Structural Stability and Dynamics, v. 10, n. 1 (March 2010).

    https://doi.org/10.1142/s0219455410003373

  5. Michaltsos, G. T. / Raftoyiannis, I. G. / Konstantakopoulos, T. G. (2008): Dynamic Stability of Cable-stayed Bridge Pylons. In: International Journal of Structural Stability and Dynamics, v. 8, n. 4 (December 2008).

    https://doi.org/10.1142/s021945540800282x

  6. Ermopoulos, J. Ch. / Michaltsos, G. T. (1998): Analytical modelling of stress distribution under column base plates. In: Journal of Constructional Steel Research, v. 46, n. 1-3 (April 1998).

    https://doi.org/10.1016/s0143-974x(98)80026-6

  7. Ermopoulos, J. Ch. / Michaltsos, G. T. (1996): Behaviour of square joints of steel frames under bending moments. In: Computers & Structures, v. 58, n. 1 (January 1996).

    https://doi.org/10.1016/0045-7949(95)00116-x

  8. Konstantakopoulos, T. G. / Michaltsos, G. T. (2010): A mathematical model for a combined cable system of bridges. In: Engineering Structures, v. 32, n. 9 (September 2010).

    https://doi.org/10.1016/j.engstruct.2010.04.042

  9. Sophianopoulos, D. S. / Michaltsos, G. T. (2001): Nonlinear stability of a simplified model for the simulation of double suspension roofs. In: Engineering Structures, v. 23, n. 6 (June 2001).

    https://doi.org/10.1016/s0141-0296(00)00072-9

  10. Konstantakopoulos, T. G. / Raftoyiannis, I. G. / Michaltsos, G. T. (2012): Suspended bridges subjected to earthquake and moving loads. In: Engineering Structures, v. 45 (December 2012).

    https://doi.org/10.1016/j.engstruct.2012.06.044

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