S. A. Anagnostopoulos
- Should accidental eccentricity be eliminated from Eurocode 8?. In: Earthquakes and Structures, v. 8, n. 2 (Februar 2015). (2015):
- Earthquake induced torsion in buildings: critical review and state of the art. In: Earthquakes and Structures, v. 8, n. 2 (Februar 2015). (2015):
- Seismic evaluation and upgrading of RC buildings with weak open ground stories. In: Earthquakes and Structures, v. 3, n. 3-4 (Juni 2012). (2012):
- Improved earthquake resistant design of torsionally stiff asymmetric steel buildings. In: Earthquakes and Structures, v. 2, n. 2 (Juni 2011). (2011):
- An assessment of code designed, torsionally stiff, asymmetric steel buildings under strong earthquake excitations. In: Earthquakes and Structures, v. 2, n. 2 (Juni 2011). (2011):
- Inelastic earthquake response of single-story asymmetric buildings: an assessment of simplified shear-beam models. In: Earthquake Engineering and Structural Dynamics, v. 32, n. 12 (Oktober 2003). (2003):
- Inelastic torsion of multistorey buildings under earthquake excitations. In: Earthquake Engineering and Structural Dynamics, v. 34, n. 12 (Oktober 2005). (2005):
- Use of collision shear walls to minimize seismic separation and to protect adjacent buildings from collapse due to earthquake-induced pounding. In: Earthquake Engineering and Structural Dynamics, v. 37, n. 12 (10 Oktober 2008). (2008):