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Dante Tolentino ORCID

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. Flores, Ricardo B. / Tolentino, Dante (2024): Reliability assessment of RC bridges considering cumulative damage due to seismic loads. In: Structures, v. 69 (November 2024).

    https://doi.org/10.1016/j.istruc.2024.107338

  2. Flores, Ricardo B. / Tolentino, Dante (2024): Simplified estimation of reliability in structures subjected to seismic loads using the demand-capacity ratio format. In: Bulletin of Earthquake Engineering, v. 22, n. 9 (May 2024).

    https://doi.org/10.1007/s10518-024-01923-y

  3. Flores V., David / Gomez, Roberto / Tolentino, Dante / Sánchez Nájera, E. (2023): Lateral Seismic Fragility of a Cable-Stayed Bridge using Point Estimate Method. Presented at: IABSE Symposium: Long Span Bridges, Istanbul, Turkey, 26-28 April 2023.

    https://doi.org/10.2749/istanbul.2023.0092

  4. Rodríguez, José A. / Tolentino, Dante / Alamilla, Jorge L. (2023): Seismic damage rates of buildings considering different repair policies. In: Engineering Structures, v. 289 (August 2023).

    https://doi.org/10.1016/j.engstruct.2023.116302

  5. Monjardin-Quevedo, J. Guadalupe / Reyes-Salazar, Alfredo / Tolentino, Dante / Gaxiola-Camacho, O. Daniel / Vazquez-Becerra, G. Esteban / Gaxiola-Camacho, J. Ramon (2022): Seismic reliability of steel SMFs with deep columns based on PBSD philosophy. In: Structures, v. 42 (August 2022).

    https://doi.org/10.1016/j.istruc.2022.06.001

  6. Tolentino, Dante / Márquez-Domínguez, Sergio / Gaxiola-Camacho, J. Ramon (2020): Fragility Assessment of Bridges Considering Cumulative Damage Caused by Seismic Loading. In: KSCE Journal of Civil Engineering, v. 24, n. 2 (January 2020).

    https://doi.org/10.1007/s12205-020-0659-0

  7. Arellano, Hiram / Gomez, Roberto / Tolentino, Dante (2019): Parametric Analysis of Multi-Span Cable-Stayed Bridges Under Alternate Loads. In: The Baltic Journal of Road and Bridge Engineering, v. 14, n. 4 (December 2019).

    https://doi.org/10.7250/bjrbe.2019-14.457

  8. Alamilla, Jorge L. / Tolentino, Dante (2018): Optimum design and damage control for load sequences. In: Structural Safety, v. 72 (May 2018).

    https://doi.org/10.1016/j.strusafe.2017.12.006

  9. Tolentino, Dante / Carrillo-Bueno, Carlos A. (2017): Evaluation of Structural Reliability for Reinforced Concrete Buildings Considering the Effect of Corrosion. In: KSCE Journal of Civil Engineering, v. 22, n. 4 (June 2017).

    https://doi.org/10.1007/s12205-017-1650-2

  10. Tolentino, Dante / Ruiz, Sonia E. / Torres, Marco A. (2012): Simplified closed-form expressions for the mean failure rate of structures considering structural deterioration. In: Structure and Infrastructure Engineering, v. 8, n. 5 (May 2012).

    https://doi.org/10.1080/15732479.2010.539067

  11. Tolentino, Dante / Ruiz, Sonia E. (2014): Influence of structural deterioration over time on the optimal time interval for inspection and maintenance of structures. In: Engineering Structures, v. 61 (March 2014).

    https://doi.org/10.1016/j.engstruct.2014.01.012

  12. Tolentino, Dante / Flores, Ricardo B. / Alamilla, Jorge L. (2017): Probabilistic assessment of structures considering the effect of cumulative damage under seismic sequences. In: Bulletin of Earthquake Engineering, v. 16, n. 5 (November 2017).

    https://doi.org/10.1007/s10518-017-0276-6

  13. Terán-Quintero, Carlos / Tolentino, Dante / Kryvko, Andriy (2018): TLP dynamic response assessment based on a new stiffness matrix. In: Engineering Structures, v. 160 (April 2018).

    https://doi.org/10.1016/j.engstruct.2017.12.048

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