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Rafael Riddell

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Pecknold, David A. / Riddell, Rafael (1978): Effect of Initial Base Motion on Response Spectra. Dans: Journal of the Engineering Mechanics Division (ASCE), v. 104, n. 2 (avril 1978).

    https://doi.org/10.1061/jmcea3.0002345

  2. Riddell, Rafael / Newmark, Nathan M. (1979): Force-Deformation Models for Nonlinear Analyses. Dans: Journal of the Structural Division (ASCE), v. 105, n. 12 (décembre 1979).

    https://doi.org/10.1061/jsdeag.0005324

  3. Riddell, Rafael (2007): On Ground Motion Intensity Indices. Dans: Earthquake Spectra, v. 23, n. 1 (février 2007).

    https://doi.org/10.1193/1.2424748

  4. Riddell, Rafael / Hidalgo, Pedro / Cruz, E. (1989): Response Modification Factors for Earthquake Resistant Design of Short Period Buildings. Dans: Earthquake Spectra, v. 5, n. 3 (août 1989).

    https://doi.org/10.1193/1.1585541

  5. Wilches, José / Santa María, Hernán / Riddell, Rafael / Arrate, Carlos (2019): Effects of changes in seismic design criteria in the transverse and vertical response of Chilean highway bridges. Dans: Engineering Structures, v. 191 (juillet 2019).

    https://doi.org/10.1016/j.engstruct.2019.04.064

  6. Riddell, Rafael / Santa-Maria, Hernan (1999): Inelastic response of one-storey asymmetric-plan systems subjected to bi-directional earthquake motions. Dans: Earthquake Engineering and Structural Dynamics, v. 28, n. 3 (mars 1999).

    https://doi.org/10.1002/(sici)1096-9845(199903)28:3<273::aid-eqe816>3.0.co;2-d

  7. Midorikawa, Saburoh / Riddell, Rafael / Cruz, Ernesto (1991): Strong-motion accelerograph array in Santiago, Chile, and preliminary evaluation of site effects. Dans: Earthquake Engineering and Structural Dynamics, v. 20, n. 5 (mai 1991).

    https://doi.org/10.1002/eqe.4290200502

  8. Riddell, Rafael / Garcia, Jaime E. (2001): Hysteretic energy spectrum and damage control. Dans: Earthquake Engineering and Structural Dynamics, v. 30, n. 12 (décembre 2001).

    https://doi.org/10.1002/eqe.93

  9. Riddell, Rafael / Garcia, Jaime E. / Garces, Eugenio (2002): Inelastic deformation response of SDOF systems subjected to earthquakes. Dans: Earthquake Engineering and Structural Dynamics, v. 31, n. 3 (mars 2002).

    https://doi.org/10.1002/eqe.142

  10. Riddell, Rafael (1995): Inelastic design spectra accounting for soil conditions. Dans: Earthquake Engineering and Structural Dynamics, v. 24, n. 11 (novembre 1995).

    https://doi.org/10.1002/eqe.4290241106

  11. Riddell, Rafael (2008): Inelastic response spectrum: Early history. Dans: Earthquake Engineering and Structural Dynamics, v. 37, n. 8 (10 juillet 2008).

    https://doi.org/10.1002/eqe.810

  12. Wilches Están, José de Jesús / Santa María, Hernán / Riddell, Rafael / Arrate, Carlos (2017): Influence of the use of external shear keys on the seismic behavior of Chilean highway bridges. Dans: Engineering Structures, v. 147 (septembre 2017).

    https://doi.org/10.1016/j.engstruct.2017.06.015

  13. Vasquez, Jorge / Riddell, Rafael (1984): Thin‐Walled Core Element for Multistory Buildings. Dans: Journal of Structural Engineering (ASCE), v. 110, n. 5 (mai 1984).

    https://doi.org/10.1061/(asce)0733-9445(1984)110:5(1021)

  14. Westenenk, Benjamín / de la Llera, Juan Carlos / Jünemann, Rosita / Hube, Matías A. / Besa, Juan José / Lüders, Carl / Inaudi, José Antonio / Riddell, Rafael / Jordán, Rodrigo (2013): Analysis and interpretation of the seismic response of RC buildings in Concepción during the February 27, 2010, Chile earthquake. Dans: Bulletin of Earthquake Engineering, v. 11, n. 1 (janvier 2013).

    https://doi.org/10.1007/s10518-012-9404-5

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