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Publicité

José L. Almazán ORCID

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. Auad, Gaspar / Almazán, José L. / Tapia, Nicolás / Quizanga, Diego (2024): Static and dynamic experimental validations of a frictional isolator with improved internal lateral impact behavior. Dans: Soil Dynamics and Earthquake Engineering, v. 181 (juin 2024).

    https://doi.org/10.1016/j.soildyn.2024.108637

  2. Auad, Gaspar / Almazán, José L. / Vilca, Federico (2024): Comparative analysis of the dynamic behavior of structures equipped with cylindrical and spherical frictional bearings subjected to near-fault earthquakes. Dans: Structures, v. 60 (février 2024).

    https://doi.org/10.1016/j.istruc.2024.105896

  3. Tapia, Nicolás F. / Almazán, José L. / Valdebenito, Nathaly / Reyes, Sergio I. (2023): Experimental validation of an energy-dissipating anchoring system for continuously-supported storage tanks. Dans: Structures, v. 55 (septembre 2023).

    https://doi.org/10.1016/j.istruc.2023.07.039

  4. Auad, Gaspar / Castaldo, Paolo / Almazán, José L. (2023): Comparative seismic performance of a moment frame equipped with Lateral Impact Resilient Double Concave Frictional devices. Dans: Procedia Structural Integrity, v. 44 ( 2023).

    https://doi.org/10.1016/j.prostr.2023.01.188

  5. Auad, Gaspar / Castaldo, Paolo / Almazán, José L. (2022): Seismic reliability of structures equipped with LIR‐DCFP bearings in terms of superstructure ductility and isolator displacement. Dans: Earthquake Engineering and Structural Dynamics, v. 51, n. 13 (25 octobre 2022).

    https://doi.org/10.1002/eqe.3719

  6. Auad, Gaspar / Almazán, José L. (2022): Evaluating the use of variable curvature frictional isolators to mitigate the adverse effects of internal lateral impacts. Dans: Engineering Structures, v. 266 (septembre 2022).

    https://doi.org/10.1016/j.engstruct.2022.114619

  7. Reyes, Sergio I. / Almazán, José L. / Vassiliou, Michalis F. / Tapia, Nicolás F. / Colombo, José I. / de la Llera, Juan C. (2022): Full‐scale shaking table test and numerical modeling of a 3000‐liter legged storage tank isolated with a vertical rocking isolation system. Dans: Earthquake Engineering and Structural Dynamics, v. 51, n. 6 (mai 2022).

    https://doi.org/10.1002/eqe.3628

  8. Auad, Gaspar / Almazán, José L. (2021): Lateral Impact Resilient double concave Friction Pendulum (LIR-DCFP) bearing: Formulation, parametric study of the slider and three-dimensional numerical example. Dans: Engineering Structures, v. 233 (avril 2021).

    https://doi.org/10.1016/j.engstruct.2021.111892

  9. Reyes, Sergio I. / Almazán, José L. (2020): A novel device for a vertical rocking isolation system with uplift allowed for industrial equipment and structures. Dans: Engineering Structures, v. 214 (juillet 2020).

    https://doi.org/10.1016/j.engstruct.2020.110595

  10. Almazán, José L. / de la Llera, Juan C. / Inaudi, José A. (1998): Modelling aspects of structures isolated with the frictional pendulum system. Dans: Earthquake Engineering and Structural Dynamics, v. 27, n. 8 (août 1998).

    https://doi.org/10.1002/(sici)1096-9845(199808)27:8<845::aid-eqe760>3.0.co;2-t

  11. de la Llera, Juan C. / Vasquez, Jorge / Chopra, Anil K. / Almazán, José L. (2000): A macro-element model for inelastic building analysis. Dans: Earthquake Engineering and Structural Dynamics, v. 29, n. 12 (décembre 2000).

    https://doi.org/10.1002/1096-9845(200012)29:12<1725::aid-eqe982>3.0.co;2-4

  12. Almazán, José L. / de la Llera, Juan C. (2002): Analytical model of structures with frictional pendulum isolators. Dans: Earthquake Engineering and Structural Dynamics, v. 31, n. 2 (février 2002).

    https://doi.org/10.1002/eqe.110

  13. Almazán, José L. / de la Llera, Juan C. (2003): Physical model for dynamic analysis of structures with FPS isolators. Dans: Earthquake Engineering and Structural Dynamics, v. 32, n. 8 (10 juillet 2003).

    https://doi.org/10.1002/eqe.266

  14. Almazán, José L. / de la Llera, Juan C. (2003): Accidental torsion due to overturning in nominally symmetric structures isolated with the FPS. Dans: Earthquake Engineering and Structural Dynamics, v. 32, n. 6 (mai 2003).

    https://doi.org/10.1002/eqe.255

  15. de la Llera, Juan C. / Almazán, José L. (2003): An experimental study of nominally symmetric and asymmetric structures isolated with the FPS. Dans: Earthquake Engineering and Structural Dynamics, v. 32, n. 6 (mai 2003).

    https://doi.org/10.1002/eqe.254

  16. de la Llera, Juan C. / Esguerra, Carlos / Almazán, José L. (2004): Earthquake behavior of structures with copper energy dissipators. Dans: Earthquake Engineering and Structural Dynamics, v. 33, n. 3 (mars 2004).

    https://doi.org/10.1002/eqe.354

  17. Zemp, Rene / de la Llera, Juan C. / Almazán, José L. (2011): Tall building vibration control using a TM-MR damper assembly. Dans: Earthquake Engineering and Structural Dynamics, v. 40, n. 3 (mars 2011).

    https://doi.org/10.1002/eqe.1033

  18. de la Llera, Juan C. / Almazán, José L. / Vial, Ignacio J. (2005): Torsional balance of plan-asymmetric structures with frictional dampers: analytical results. Dans: Earthquake Engineering and Structural Dynamics, v. 34, n. 9 (25 juillet 2005).

    https://doi.org/10.1002/eqe.469

  19. Jünemann, Rosita / de la Llera, Juan C. / Besa, Jaime / Almazán, José L. (2009): Three-dimensional behavior of a spherical self-centering precast prestressed pile isolator. Dans: Earthquake Engineering and Structural Dynamics, v. 38, n. 5 (25 avril 2009).

    https://doi.org/10.1002/eqe.901

  20. Almazán, José L. / de la Llera, Juan C. (2009): Torsional balance as new design criterion for asymmetric structures with energy dissipation devices. Dans: Earthquake Engineering and Structural Dynamics, v. 38, n. 12 (10 octobre 2009).

    https://doi.org/10.1002/eqe.909

  21. Seguín, Carlos E. / Almazán, José L. / de la Llera, Juan C. (2013): Torsional balance of seismically isolated asymmetric structures. Dans: Engineering Structures, v. 46 (janvier 2013).

    https://doi.org/10.1016/j.engstruct.2012.08.025

  22. García, Marcos / de la Llera, Juan C. / Almazán, José L. (2007): Torsional balance of plan asymmetric structures with viscoelastic dampers. Dans: Engineering Structures, v. 29, n. 6 (juin 2007).

    https://doi.org/10.1016/j.engstruct.2006.06.022

  23. Almazán, José L. / de la Llera, Juan C. / Inaudi, José A. / Lopez-Garcia, Diego / Izquierdo, Luis E. (2007): A bidirectional and homogeneous tuned mass damper: A new device for passive control of vibrations. Dans: Engineering Structures, v. 29, n. 7 (juillet 2007).

    https://doi.org/10.1016/j.engstruct.2006.09.005

  24. Almazán, José L. / Cerda, Fernando A. / de la Llera, Juan C. / Lopez-Garcia, Diego (2007): Linear isolation of stainless steel legged thin-walled tanks. Dans: Engineering Structures, v. 29, n. 7 (juillet 2007).

    https://doi.org/10.1016/j.engstruct.2006.08.022

  25. Seguín, Carlos E. / de la Llera, Juan C. / Almazán, José L. (2008): Base–structure interaction of linearly isolated structures with lateral–torsional coupling. Dans: Engineering Structures, v. 30, n. 1 (janvier 2008).

    https://doi.org/10.1016/j.engstruct.2007.02.019

  26. Auad, Gaspar A. / Almazán, José L. (2017): Non linear vertical-rocking isolation system: Application to legged wine storage tanks. Dans: Engineering Structures, v. 152 (décembre 2017).

    https://doi.org/10.1016/j.engstruct.2017.09.061

  27. de la Llera, Juan C. / Chopra, Anil K. / Almazán, José L. (2001): Three-Dimensional Inelastic Response of an RC Building during the Northridge Earthquake. Dans: Journal of Structural Engineering (ASCE), v. 127, n. 5 (mai 2001).

    https://doi.org/10.1061/(asce)0733-9445(2001)127:5(482)

  28. Vial, Ignacio J. / de la Llera, Juan C. / Almazán, José L. / Ceballos, Víctor (2006): Torsional balance of plan-asymmetric structures with frictional dampers: experimental results. Dans: Earthquake Engineering and Structural Dynamics, v. 35, n. 15 (décembre 2006).

    https://doi.org/10.1002/eqe.610

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