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Alejandro Ramírez-Gaytán

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

  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 (Juli 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 (Januar 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 (Oktober 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 (Juli 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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