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Stavros A. Anagnostopoulos

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. Anagnostopoulos, Stavros A. / Haviland, Richard W. / Biggs, John M. (1978): Use of Inelastic Spectra in Aseismic Design. In: Journal of the Structural Division (ASCE), v. 104, n. 1 (January 1978).

    https://doi.org/10.1061/jsdeag.0004853

  2. Anagnostopoulos, Stavros A. (1979): Post-Yield Flexural Properties of Tubular Members. In: Journal of the Structural Division (ASCE), v. 105, n. 9 (September 1979).

    https://doi.org/10.1061/jsdeag.0005228

  3. Anagnostopoulos, Stavros A. (1981): Inelastic Beams for Seismic Analyses of Structures. In: Journal of the Structural Division (ASCE), v. 107, n. 7 (July 1981).

    https://doi.org/10.1061/jsdeag.0005733

  4. Anagnostopoulos, Stavros A. (1982): Wave and Earthquake Response of Offshore Structures: Evaluation of Modal Solutions. In: Journal of the Structural Division (ASCE), v. 108, n. 10 (October 1982).

    https://doi.org/10.1061/jsdeag.0006049

  5. Kyrkos, Miltiadis T. / Anagnostopoulos, Stavros A. (2013): Improved earthquake resistant design of eccentric steel buildings. In: Soil Dynamics and Earthquake Engineering, v. 47 (April 2013).

    https://doi.org/10.1016/j.soildyn.2012.07.011

  6. Stathopoulos, Kyriakos G. / Anagnostopoulos, Stavros A. (2010): 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).

    https://doi.org/10.1016/j.soildyn.2009.12.018

  7. Anagnostopoulos, Stavros A. / Spiliopoulos, Konstantinos V. (1992): An investigation of earthquake induced pounding between adjacent buildings. In: Earthquake Engineering and Structural Dynamics, v. 21, n. 4 (April 1992).

    https://doi.org/10.1002/eqe.4290210402

  8. Anagnostopoulos, Stavros A. (1981): Response spectrum techniques for three-component earthquake design. In: Earthquake Engineering and Structural Dynamics, v. 9, n. 5 (September 1981).

    https://doi.org/10.1002/eqe.4290090505

  9. Anagnostopoulos, Stavros A. / Culbertson, Arthur R. (1982): Local member response in offshore structures under earthquake excitations. In: Earthquake Engineering and Structural Dynamics, v. 10, n. 3 (May 1982).

    https://doi.org/10.1002/eqe.4290100302

  10. Anagnostopoulos, Stavros A. (1988): Pounding of buildings in series during earthquakes. In: Earthquake Engineering and Structural Dynamics, v. 16, n. 3 (April 1988).

    https://doi.org/10.1002/eqe.4290160311

  11. Anagnostopoulos, Stavros A. (2002): 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).

    https://doi.org/10.1002/eqe.189

  12. Anagnostopoulos, Stavros A. (2004): Equivalent viscous damping for modeling inelastic impacts in earthquake pounding problems. In: Earthquake Engineering and Structural Dynamics, v. 33, n. 8 (10 July 2004).

    https://doi.org/10.1002/eqe.377

  13. Anagnostopoulos, Stavros A. / Alexopoulou, Christina / Stathopoulos, Kyriakos G. (2010): 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).

    https://doi.org/10.1002/eqe.957

  14. Anagnostopoulos, Stavros A. (1982): Dynamic response of offshore platforms to extreme waves including fluid-structure interaction. In: Engineering Structures, v. 4, n. 3 (July 1982).

    https://doi.org/10.1016/0141-0296(82)90007-4

  15. Anagnostopoulos, Stavros A. (1983): Pile foundation modelling for inelastic earthquake analyses of large structures. In: Engineering Structures, v. 5, n. 3 (July 1983).

    https://doi.org/10.1016/0141-0296(83)90018-4

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