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Stavros A. Anagnostopoulos

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  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 (Januar 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 (Juli 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 (Oktober 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 (Mai 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 Juli 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 (Juli 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 (Juli 1983).

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

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