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Spencer E. Quiel 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. 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. In: Engineering Journal, v. 56, n. 1 (March 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. In: Transportation Research Record: Journal of the Transportation Research Board, v. 2674, n. 5 (May 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. In: Journal of Earthquake Engineering, v. 28, n. 11 (April 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. In: Journal of Constructional Steel Research, v. 202 (March 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. In: Journal of Constructional Steel Research, v. 202 (March 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. In: Journal of Constructional Steel Research, v. 190 (March 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. In: Structure and Infrastructure Engineering, v. 19, n. 7 (September 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. In: Journal of Building Engineering, v. 44 (December 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. In: Journal of Constructional Steel Research, v. 167 (April 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. In: Journal of Constructional Steel Research, v. 167 (April 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. In: Engineering Structures, v. 189 (June 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. In: Engineering Structures, v. 138 (May 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. In: Journal of Performance of Constructed Facilities (ASCE), v. 30, n. 6 (December 2016).

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

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