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

Publicité

George K. Georgoussis

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. Georgoussis, George K. (2013): Yield displacement profiles of asymmetric structures for optimum torsional response. Dans: Structural Engineering and Mechanics, v. 45, n. 2 (janvier 2013).

    https://doi.org/10.12989/sem.2013.45.2.233

  2. Georgoussis, George K. / Mamou, Anna (2020): Mitigating mass eccentricity effects on the rotational response of setbacks structures: An analytical solution for linear systems. Dans: Structures, v. 28 (décembre 2020).

    https://doi.org/10.1016/j.istruc.2020.09.062

  3. Georgoussis, George K. / Mamou, Anna (2022): Mass eccentricity effects on the torsional response of inelastic buildings - a case study. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 175, n. 1 (janvier 2022).

    https://doi.org/10.1680/jstbu.18.00192

  4. Georgoussis, George K. (2016): Design aspects for minimizing the rotational behavior of setbacks buildings. Dans: Earthquakes and Structures, v. 10, n. 5 (mai 2016).

    https://doi.org/10.12989/eas.2016.10.5.1049

  5. Georgoussis, George K. (2014): Modified seismic analysis of multistory asymmetric elastic buildings and suggestions for minimizing the rotational response. Dans: Earthquakes and Structures, v. 7, n. 1 (juillet 2014).

    https://doi.org/10.12989/eas.2014.7.1.039

  6. Georgoussis, George K. (2010): Modal rigidity center: it's use for assessing elastic torsion in asymmetric buildings. Dans: Earthquakes and Structures, v. 1, n. 2 (juin 2010).

    https://doi.org/10.12989/eas.2010.1.2.163

  7. Georgoussis, George K. (2018): Yield Displacements of Wall-Frame Concrete Structures and Seismic Design Based on Code Performance Objectives. Dans: Journal of Earthquake Engineering, v. 25, n. 3 (octobre 2018).

    https://doi.org/10.1080/13632469.2018.1526141

  8. Georgoussis, George K. (2019): Design Principles for Minimum Torsional Response of Wall-Frame Concrete Structures. Dans: Journal of Earthquake Engineering, v. 23, n. 7 ( 2019).

    https://doi.org/10.1080/13632469.2017.1360222

  9. Georgoussis, George K. (2015): Inelastic rotational response of single story lateral load resisting structures. Dans: KSCE Journal of Civil Engineering, v. 19, n. 5 (février 2015).

    https://doi.org/10.1007/s12205-014-1107-9

  10. Georgoussis, George K. (2017): Preliminary Structural Design of Wall-Frame Systems for Optimum Torsional Response. Dans: International Journal of Concrete Structures and Materials, v. 11, n. 1 (février 2017).

    https://doi.org/10.1007/s40069-016-0183-2

  11. Georgoussis, George K. (2018): Locating optimum torsion axis in asymmetric buildings subjected to seismic excitation. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 171, n. 9 (septembre 2018).

    https://doi.org/10.1680/jstbu.17.00068

  12. Georgoussis, George K. (2015): Minimizing the torsional response of inelastic multistory buildings with simple eccentricity. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 42, n. 11 (novembre 2015).

    https://doi.org/10.1139/cjce-2015-0091

  13. Georgoussis, George K. (2013): The effect of element strength assignment on the torsional response of stiffness-eccentric systems. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 40, n. 7 (juillet 2013).

    https://doi.org/10.1139/cjce-2011-0398

  14. Georgoussis, George K. (2011): Simplified dynamic analysis of eccentric buildings with a setback. 2: the effect of stiffness irregularity. Dans: The Structural Design of Tall and Special Buildings, v. 20, n. 7 (juin 2011).

    https://doi.org/10.1002/tal.556

  15. Georgoussis, George K. (2011): Simplified dynamic analysis of eccentric buildings with a setback. 1: the effect of mass irregularity. Dans: The Structural Design of Tall and Special Buildings, v. 20, n. 8 (novembre 2011).

    https://doi.org/10.1002/tal.567

  16. Georgoussis, George K. (2008): Approximate modal analysis of multistory symmetrical buildings with restricted inelasticity. Dans: The Structural Design of Tall and Special Buildings, v. 17, n. 2 (juin 2008).

    https://doi.org/10.1002/tal.355

  17. Georgoussis, George K. (2008): Modal ductility factors of one-story inelastic structures with simple eccentricity. Dans: The Structural Design of Tall and Special Buildings, v. 17, n. 3 (septembre 2008).

    https://doi.org/10.1002/tal.370

  18. Georgoussis, George K. (2008): Optimum design of multistory uniform structures with simple eccentricity. Dans: The Structural Design of Tall and Special Buildings, v. 17, n. 3 (septembre 2008).

    https://doi.org/10.1002/tal.376

  19. Georgoussis, George K. (2009): An alternative approach for assessing eccentricities in asymmetric multistory buildings. 2. Inelastic systems. Dans: The Structural Design of Tall and Special Buildings, v. 18, n. 1 (février 2009).

    https://doi.org/10.1002/tal.402

  20. Georgoussis, George K. (2009): An alternative approach for assessing eccentricities in asymmetric multistory buildings. 1. Elastic systems. Dans: The Structural Design of Tall and Special Buildings, v. 18, n. 2 (mars 2009).

    https://doi.org/10.1002/tal.401

  21. Georgoussis, George K. (2007): Ductility factors of symmetrical structures with restricted inelasticity. Dans: The Structural Design of Tall and Special Buildings, v. 16, n. 3 (septembre 2007).

    https://doi.org/10.1002/tal.313

  22. Georgoussis, George K. (2007): Approximate analysis of symmetrical structures consisting of different types of bents. Dans: The Structural Design of Tall and Special Buildings, v. 16, n. 3 (septembre 2007).

    https://doi.org/10.1002/tal.312

  23. Georgoussis, George K. (2006): A simple model for assessing periods of vibration and modal response quantities in symmetrical buildings. Dans: The Structural Design of Tall and Special Buildings, v. 15, n. 2 ( 2006).

    https://doi.org/10.1002/tal.286

  24. Georgoussis, George K. (2006): Modal eccentricities of asymmetric structures. Dans: The Structural Design of Tall and Special Buildings, v. 15, n. 3 ( 2006).

    https://doi.org/10.1002/tal.299

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