Stavros A. Anagnostopoulos
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- Post-Yield Flexural Properties of Tubular Members. In: Journal of the Structural Division (ASCE), v. 105, n. 9 (September 1979). (1979):
- Inelastic Beams for Seismic Analyses of Structures. In: Journal of the Structural Division (ASCE), v. 107, n. 7 (July 1981). (1981):
- Wave and Earthquake Response of Offshore Structures: Evaluation of Modal Solutions. In: Journal of the Structural Division (ASCE), v. 108, n. 10 (October 1982). (1982):
- Improved earthquake resistant design of eccentric steel buildings. In: Soil Dynamics and Earthquake Engineering, v. 47 (April 2013). (2013):
- Accidental design eccentricity: Is it important for the inelastic response of buildings to strong earthquakes?. In: Soil Dynamics and Earthquake Engineering, v. 30, n. 9 (September 2010). (2010):
- An investigation of earthquake induced pounding between adjacent buildings. In: Earthquake Engineering and Structural Dynamics, v. 21, n. 4 (April 1992). (1992):
- Response spectrum techniques for three-component earthquake design. In: Earthquake Engineering and Structural Dynamics, v. 9, n. 5 (September 1981). (1981):
- Local member response in offshore structures under earthquake excitations. In: Earthquake Engineering and Structural Dynamics, v. 10, n. 3 (May 1982). (1982):
- Pounding of buildings in series during earthquakes. In: Earthquake Engineering and Structural Dynamics, v. 16, n. 3 (April 1988). (1988):
- Evaluation of combination rules for maximum response calculation in multicomponent seismic analysis by O. A. López, A. K. Chopra and J. J. Hernández,Earthquake Engng Struct. Dyn.2001;30(9):1379-1398. In: Earthquake Engineering and Structural Dynamics, v. 31, n. 9 (September 2002). (2002):
- Equivalent viscous damping for modeling inelastic impacts in earthquake pounding problems. In: Earthquake Engineering and Structural Dynamics, v. 33, n. 8 (10 July 2004). (2004):
- An answer to an important controversy and the need for caution when using simple models to predict inelastic earthquake response of buildings with torsion. In: Earthquake Engineering and Structural Dynamics, v. 39, n. 5 (25 April 2010). (2010):
- Dynamic response of offshore platforms to extreme waves including fluid-structure interaction. In: Engineering Structures, v. 4, n. 3 (July 1982). (1982):
- Pile foundation modelling for inelastic earthquake analyses of large structures. In: Engineering Structures, v. 5, n. 3 (July 1983). (1983):