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Publicité

Spencer E. Quiel 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. Garlock, Maria E. Moreyra / Quiel, Spencer E. / Yang, Peter Y. / Alos-Moya, Jose / Glassman, Jonathan D. (2019): Post-Buckling Mechanics of a Square Slender Steel Plate in Pure Shear. Dans: Engineering Journal, v. 56, n. 1 (mars 2019).

    https://doi.org/10.62913/engj.v56i1.1142

  2. Guo, Qi / Carlton, Aerik / Quiel, Spencer E. / Naito, Clay J. (2020): Stochastic Thermal Demand and Resulting Capacity Loss of Concrete Tunnel Liners Subjected to Vehicle Fires. Dans: Transportation Research Record: Journal of the Transportation Research Board, v. 2674, n. 5 (mai 2020).

    https://doi.org/10.1177/0361198120914612

  3. Al-Subaihawi, Safwan / Ricles, James M. / Quiel, Spencer E. / Marullo, Thomas (2024): Unconditionally Stable Central Difference Dissipative Algorithm for Multi-Directional Real-Time Hybrid Simulations of Large Nonlinear Structural Systems. Dans: Journal of Earthquake Engineering, v. 28, n. 11 (avril 2024).

    https://doi.org/10.1080/13632469.2024.2333822

  4. Drury, Michael M. / Quiel, Spencer E. (2023): Standard versus natural fire resistance for partially restrained composite floor beams: 1-Testing. Dans: Journal of Constructional Steel Research, v. 202 (mars 2023).

    https://doi.org/10.1016/j.jcsr.2022.107768

  5. Drury, Michael M. / Quiel, Spencer E. (2023): Standard versus natural fire resistance for partially restrained composite floor beams: 2-Analysis. Dans: Journal of Constructional Steel Research, v. 202 (mars 2023).

    https://doi.org/10.1016/j.jcsr.2022.107767

  6. Augustyn, Kevin E. / Quiel, Spencer E. / Garlock, Maria E. M. (2022): Post-buckling shear resistance of slender girder webs: Stiffener participation and flange contributions. Dans: Journal of Constructional Steel Research, v. 190 (mars 2022).

    https://doi.org/10.1016/j.jcsr.2021.107117

  7. Guo, Qi / Quiel, Spencer E. / Naito, Clay J. (2023): Traffic-based quantitative risk analysis of structural fire damage to roadway tunnel linings. Dans: Structure and Infrastructure Engineering, v. 19, n. 7 (septembre 2023).

    https://doi.org/10.1080/15732479.2021.1993936

  8. Drury, Michael M. / Kordosky, Amy N. / Quiel, Spencer E. (2021): Robustness of a partially restrained, partially composite steel floor beam to natural fire exposure: Novel validation and parametric analysis. Dans: Journal of Building Engineering, v. 44 (décembre 2021).

    https://doi.org/10.1016/j.jobe.2021.102533

  9. Kordosky, Amy N. / Drury, Michael M. / Quiel, Spencer E. (2020): Structural fire resistance of partially restrained, partially composite floor beams, I: Experiments. Dans: Journal of Constructional Steel Research, v. 167 (avril 2020).

    https://doi.org/10.1016/j.jcsr.2020.105945

  10. Drury, Michael M. / Kordosky, Amy N. / Quiel, Spencer E. (2020): Structural fire resistance of partially restrained, partially composite floor beams, II: Modeling. Dans: Journal of Constructional Steel Research, v. 167 (avril 2020).

    https://doi.org/10.1016/j.jcsr.2020.105946

  11. Gombeda, Matthew J. / Naito, Clay J. / Quiel, Spencer E. (2019): Visual damage at flexural response milestones for blast-resistant precast concrete panels with varying reinforcement. Dans: Engineering Structures, v. 189 (juin 2019).

    https://doi.org/10.1016/j.engstruct.2019.03.014

  12. Gombeda, Matthew J. / Trasborg, Patrick / Naito, Clay J. / Quiel, Spencer E. (2017): Simplified model for partially-composite precast concrete insulated wall panels subjected to lateral loading. Dans: Engineering Structures, v. 138 (mai 2017).

    https://doi.org/10.1016/j.engstruct.2017.01.065

  13. Fallon, Corey T. / Quiel, Spencer E. / Naito, Clay J. (2016): Uniform Pushdown Approach for Quantifying Building-Frame Robustness and the Consequence of Disproportionate Collapse. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 30, n. 6 (décembre 2016).

    https://doi.org/10.1061/(asce)cf.1943-5509.0000912

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