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Maria E. M. Garlock 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. Masungi, Parfait M. / Garlock, Maria E. M. / Augustyn, Kevin E. / Quiel, Spencer E. (2024): Out-of-flatness of steel plate girder webs, Part II: Shear strength and behavior. In: Journal of Constructional Steel Research, v. 219 (August 2024).

    https://doi.org/10.1016/j.jcsr.2024.108788

  2. Masungi, Parfait M. / Garlock, Maria E. M. / Quiel, Spencer E. (2024): Out-of-flatness of steel plate girder webs, part I: Tolerance review and measurements. In: Journal of Constructional Steel Research, v. 215 (April 2024).

    https://doi.org/10.1016/j.jcsr.2024.108543

  3. Masungi, Parfait M. / Garlock, Maria E. M. / Quiel, Spencer E. (2024): Effect of Initial Web Out-of-Flatness Imperfections on the Shear Strength of Low-Frequency Sinusoidal Plate Girders. Presented at: IABSE Symposium: Construction’s Role for a World in Emergency, Manchester, United Kingdom, 10-14 April 2024.

    https://doi.org/10.2749/manchester.2024.0208

  4. 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

  5. Payá-Zaforteza, Ignacio / Garlock, Maria E. M. (2021): Structural Engineering Heroes and Their Inspirational Journey. In: Structural Engineering International, v. 31, n. 4 (October 2021).

    https://doi.org/10.1080/10168664.2021.1919038

  6. Wang, Peter Y. / Garlock, Maria E. M. / Zoli, Ted P. / Quiel, Spencer E. (2021): Low-frequency sinusoids for enhanced shear buckling performance of thin plates. In: Journal of Constructional Steel Research, v. 177 (February 2021).

    https://doi.org/10.1016/j.jcsr.2020.106475

  7. Quiel, Spencer E. / Garlock, Maria E. M. (2010): Closed-Form Prediction of the Thermal and Structural Response of a Perimeter Column in a Fire. In: The Open Construction and Building Technology Journal, v. 4, n. 1 (November 2010).

    https://doi.org/10.2174/1874836801004010064

  8. Quiel, Spencer E. / Garlock, Maria E. M. (2010): Closed-Form Prediction of the Thermal and Structural Response of a Perimeter Column in a Fire. In: The Open Construction and Building Technology Journal, v. 4, n. 1 (November 2010).

    https://doi.org/10.2174/18748368010040200064

  9. Quiel, Spencer E. / Garlock, Maria E. M. (2010): Closed-Form Prediction of the Thermal and Structural Response of a Perimeter Column in a Fire. In: The Open Construction and Building Technology Journal, v. 4, n. 2 (May 2010).

    https://doi.org/10.2174/1874836801004020064

  10. Quiel, Spencer E. / Garlock, Maria E. M. (2010): Calculating the buckling strength of steel plates exposed to fire. In: Thin-Walled Structures, v. 48, n. 9 (September 2010).

    https://doi.org/10.1016/j.tws.2010.04.001

  11. Garlock, Maria E. M. / Li, Jie (2008): Steel self-centering moment frames with collector beam floor diaphragms. In: Journal of Constructional Steel Research, v. 64, n. 5 (May 2008).

    https://doi.org/10.1016/j.jcsr.2007.10.006

  12. Herning, Gordana / Garlock, Maria E. M. / Vanmarcke, Erik (2011): Reliability-based evaluation of design and performance of steel self-centering moment frames. In: Journal of Constructional Steel Research, v. 67, n. 10 (October 2011).

    https://doi.org/10.1016/j.jcsr.2011.03.023

  13. Elhami Khorasani, Negar / Garlock, Maria E. M. / Quiel, Spencer E. (2015): Modeling steel structures in OpenSees: Enhancements for fire and multi-hazard probabilistic analyses. In: Computers & Structures, v. 157 (September 2015).

    https://doi.org/10.1016/j.compstruc.2015.05.025

  14. Quiel, Spencer E. / Garlock, Maria E. M. (2008): A closed-form analysis of perimeter member behavior in a steel building frame subject to fire. In: Engineering Structures, v. 30, n. 11 (November 2008).

    https://doi.org/10.1016/j.engstruct.2008.05.006

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