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George K. Georgoussis

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. Georgoussis, George K. (2013): Yield displacement profiles of asymmetric structures for optimum torsional response. In: Structural Engineering and Mechanics, v. 45, n. 2 (January 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. In: Structures, v. 28 (December 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. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 175, n. 1 (January 2022).

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

  4. Georgoussis, George K. (2016): Design aspects for minimizing the rotational behavior of setbacks buildings. In: Earthquakes and Structures, v. 10, n. 5 (May 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. In: Earthquakes and Structures, v. 7, n. 1 (July 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. In: Earthquakes and Structures, v. 1, n. 2 (June 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. In: Journal of Earthquake Engineering, v. 25, n. 3 (October 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. In: 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. In: KSCE Journal of Civil Engineering, v. 19, n. 5 (February 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. In: International Journal of Concrete Structures and Materials, v. 11, n. 1 (February 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. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 171, n. 9 (September 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. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 42, n. 11 (November 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. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 40, n. 7 (July 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. In: The Structural Design of Tall and Special Buildings, v. 20, n. 7 (June 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. In: The Structural Design of Tall and Special Buildings, v. 20, n. 8 (November 2011).

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

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

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

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

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

  18. Georgoussis, George K. (2008): Optimum design of multistory uniform structures with simple eccentricity. In: The Structural Design of Tall and Special Buildings, v. 17, n. 3 (September 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. In: The Structural Design of Tall and Special Buildings, v. 18, n. 1 (February 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. In: The Structural Design of Tall and Special Buildings, v. 18, n. 2 (March 2009).

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

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

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

  22. Georgoussis, George K. (2007): Approximate analysis of symmetrical structures consisting of different types of bents. In: The Structural Design of Tall and Special Buildings, v. 16, n. 3 (September 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. In: 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. In: The Structural Design of Tall and Special Buildings, v. 15, n. 3 ( 2006).

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

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