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Alejandro Ramírez-Gaytán

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. Salgado, M. Hafid / Ramírez-Gaytán, Alejandro / Preciado, Adolfo / Escudero, Christian R. (2024): HVSR analysis of pumice sands for sediment depth characterization: A case study for Guadalajara, Mexico. In: Earthquake Engineering and Engineering Vibration, v. 23, n. 3 (July 2024).

    https://doi.org/10.1007/s11803-024-2258-4

  2. Preciado, Adolfo / Bartoli, Gianni / Ramírez-Gaytán, Alejandro (2017): Earthquake protection of the Torre Grossa medieval tower of San Gimignano, Italy by vertical external prestressing. In: Engineering Failure Analysis, v. 71 (January 2017).

    https://doi.org/10.1016/j.engfailanal.2016.11.005

  3. Preciado, Adolfo / Ramírez-Gaytán, Alejandro / Salido-Ruiz, Ricardo A. / Caro-Becerra, Juan L. / Lujan-Godinez, Ramiro (2015): Earthquake risk assessment methods of unreinforced masonry structures: Hazard and vulnerability. In: Earthquakes and Structures, v. 9, n. 4 (October 2015).

    https://doi.org/10.12989/eas.2015.9.4.719

  4. Ramírez-Gaytán, Alejandro / Preciado, Adolfo / Bandy, William L. / Salazar-Monroy, Edilson F. / Jaimes, Miguel A. / Alcantara, Leonardo (2019): The Tesistan, Mexico earthquake (Mw 4.9) of 11 May 2016: seismic-tectonic environment and resonance vulnerability on buildings. In: Earthquake Engineering and Engineering Vibration, v. 18, n. 3 (July 2019).

    https://doi.org/10.1007/s11803-019-0523-8

  5. Jaimes, Miguel A. / Ramírez-Gaytán, Alejandro / Reinoso, Eduardo (2015): Ground-Motion Prediction Model From Intermediate-Depth Intraslab Earthquakes at the Hill and Lake-Bed Zones of Mexico City. In: Journal of Earthquake Engineering, v. 19, n. 8 ( 2015).

    https://doi.org/10.1080/13632469.2015.1025926

  6. Preciado, Adolfo / Sperbeck, Silvio T. / Ramírez-Gaytán, Alejandro (2016): Seismic vulnerability enhancement of medieval and masonry bell towers externally prestressed with unbonded smart tendons. In: Engineering Structures, v. 122 (September 2016).

    https://doi.org/10.1016/j.engstruct.2016.05.007

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