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Orlando Arroyo 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. Obando, Juan Carlos / Carrillo, Julian / Arroyo, Orlando (2024): Inelastic acceleration ratios for nonstructural components. Dans: Structures, v. 69 (novembre 2024).

    https://doi.org/10.1016/j.istruc.2024.107374

  2. Angarita, Carlos / Montes, Carlos / Arroyo, Orlando (2024): Machine learning – based approach for predicting pushover curves of low-rise reinforced concrete frame buildings. Dans: Structures, v. 70 (décembre 2024).

    https://doi.org/10.1016/j.istruc.2024.107694

  3. Arroyo, Orlando / Bonett, Ricardo / Feliciano, Dirsa / Carrillo, Julian (2024): Effect of earthquake directionality on the seismic response of RC wall buildings. Dans: Structures, v. 70 (décembre 2024).

    https://doi.org/10.1016/j.istruc.2024.107773

  4. Caballero-Castro, Luis F. / Cano-Castaño, Hugo A. / Molina-Herrera, Maritzabel / Villalba-Morales, Jesús D. / Arroyo, Orlando (2024): Evaluating the response modification factor (R) for reinforced concrete and steel structures equipped with TADAS devices designed for high seismic hazard in Colombia. Dans: Structures, v. 65 (juillet 2024).

    https://doi.org/10.1016/j.istruc.2024.106748

  5. Soto-Paz, Jonathan / Arroyo, Orlando / Torres-Guevara, Luz Elba / Parra-Orobio, Brayan A. / Casallas-Ojeda, Miguel (2023): The circular economy in the construction and demolition waste management: A comparative analysis in emerging and developed countries. Dans: Journal of Building Engineering, v. 78 (novembre 2023).

    https://doi.org/10.1016/j.jobe.2023.107724

  6. Feliciano, Dirsa / Arroyo, Orlando / Carrillo, Julian / Liel, Abbie B. / Murray, Polly B. (2023): Framework to assess the seismic performance of non-engineered masonry infilled RC frame buildings accounting for material uncertainty. Dans: Structures, v. 50 (avril 2023).

    https://doi.org/10.1016/j.istruc.2023.02.100

  7. Obando, Juan Carlos / Arroyo, Orlando / Lopez-Garcia, Diego / Carrillo, Julian (2022): Seismic response of acceleration-sensitive nonstructural components in a Thin Lightly-Reinforced Concrete Wall (TLRCW) mid-rise building. Dans: Structures, v. 45 (novembre 2022).

    https://doi.org/10.1016/j.istruc.2022.10.017

  8. Carrillo, Julian / Vargas, Juan D. / Arroyo, Orlando (2021): Correlation between Flexural–Tensile Performance of Concrete Reinforced with Hooked-End Steel Fibers Using US and European Standards. Dans: Journal of Materials in Civil Engineering (ASCE), v. 33, n. 8 (août 2021).

    https://doi.org/10.1061/(asce)mt.1943-5533.0003840

  9. Arroyo, Orlando / Feliciano, Dirsa / Carrillo, Julian / Hube, Matías A. (2021): Seismic performance of mid-rise thin concrete wall buildings lightly reinforced with deformed bars or welded wire mesh. Dans: Engineering Structures, v. 241 (août 2021).

    https://doi.org/10.1016/j.engstruct.2021.112455

  10. Arroyo, Orlando / Osorio, Angie V. / Vargas, María Catalina (2019): A Method to Improve the Seismic Performance of Steel Moment Resisting Frames Based on Eigenfrequency Optimization. Dans: Advances in Civil Engineering, v. 2019 ( 2019).

    https://doi.org/10.1155/2019/8385342

  11. Arroyo, Orlando / Liel, Abbie / Gutiérrez, Sergio (2018): A Performance-Based Evaluation of a Seismic Design Method for Reinforced Concrete Frames. Dans: Journal of Earthquake Engineering, v. 22, n. 10 ( 2018).

    https://doi.org/10.1080/13632469.2017.1309605

  12. Arroyo, Orlando / Prieto, Víctor / Gutiérrez, Sergio (2016): Method to Improve Seismic Performance of RC Moment-Resisting Frames Using Geometric Optimization. Dans: Journal of Computing in Civil Engineering, v. 30, n. 3 (mai 2016).

    https://doi.org/10.1061/(asce)cp.1943-5487.0000529

  13. Sanchez-Silva, Mauricio / Arroyo, Orlando (2005): Comparing target spectral design acceleration values by using different acceptability criteria. Dans: Structural Safety, v. 27, n. 2 (avril 2005).

    https://doi.org/10.1016/j.strusafe.2004.08.001

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