George K. Georgoussis
- (2013): Yield displacement profiles of asymmetric structures for optimum torsional response. In: Structural Engineering and Mechanics, v. 45, n. 2 (Januar 2013).
- (2020): Mitigating mass eccentricity effects on the rotational response of setbacks structures: An analytical solution for linear systems. In: Structures, v. 28 (Dezember 2020).
- (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 (Januar 2022).
- (2016): Design aspects for minimizing the rotational behavior of setbacks buildings. In: Earthquakes and Structures, v. 10, n. 5 (Mai 2016).
- (2014): Modified seismic analysis of multistory asymmetric elastic buildings and suggestions for minimizing the rotational response. In: Earthquakes and Structures, v. 7, n. 1 (Juli 2014).
- (2010): Modal rigidity center: it's use for assessing elastic torsion in asymmetric buildings. In: Earthquakes and Structures, v. 1, n. 2 (Juni 2010).
- (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 (Oktober 2018).
- (2019): Design Principles for Minimum Torsional Response of Wall-Frame Concrete Structures. In: Journal of Earthquake Engineering, v. 23, n. 7 ( 2019).
- (2015): Inelastic rotational response of single story lateral load resisting structures. In: KSCE Journal of Civil Engineering, v. 19, n. 5 (Februar 2015).
- (2017): Preliminary Structural Design of Wall-Frame Systems for Optimum Torsional Response. In: International Journal of Concrete Structures and Materials, v. 11, n. 1 (Februar 2017).
- (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).
- (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).
- (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 (Juli 2013).
- (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 (Juni 2011).
- (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).
- (2008): Approximate modal analysis of multistory symmetrical buildings with restricted inelasticity. In: The Structural Design of Tall and Special Buildings, v. 17, n. 2 (Juni 2008).
- (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).
- (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).
- (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 (Februar 2009).
- (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 (März 2009).
- (2007): Ductility factors of symmetrical structures with restricted inelasticity. In: The Structural Design of Tall and Special Buildings, v. 16, n. 3 (September 2007).
- (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).
- (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).
- (2006): Modal eccentricities of asymmetric structures. In: The Structural Design of Tall and Special Buildings, v. 15, n. 3 ( 2006).
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