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Daniel G. Linzell ORCID

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Alomari, Qusai A. / Linzell, Daniel G. (2024): Reinforced Concrete Bridge Column Multihazard Performance: A Computational Tool to Assess Response to Vehicle Impact, Air Blast, and Fire. In: Journal of Performance of Constructed Facilities (ASCE), v. 38, n. 1 (Februar 2024).

    https://doi.org/10.1061/jpcfev.cfeng-4598

  2. Akintunde, Emmanuel / Eftekhar Azam, Saeed / Linzell, Daniel G. (2023): Singular value decomposition and unsupervised machine learning for virtual strain sensing: Application to an operational railway bridge. In: Structures, v. 58 (Dezember 2023).

    https://doi.org/10.1016/j.istruc.2023.105417

  3. Rageh, Ahmed / Eftekhar Azam, Saeed / Linzell, Daniel G. (2020): Steel railway bridge fatigue damage detection using numerical models and machine learning: Mitigating influence of modeling uncertainty. In: International Journal of Fatigue, v. 134 (Mai 2020).

    https://doi.org/10.1016/j.ijfatigue.2019.105458

  4. Akintunde, Emmanuel / Eftekhar Azam, Saeed / Rageh, Ahmed / Linzell, Daniel G. (2021): Unsupervised Machine Learning for Robust Bridge Damage Detection: Full-Scale Experimental Validation. In: Engineering Structures, v. 249 (Dezember 2021).

    https://doi.org/10.1016/j.engstruct.2021.113250

  5. Fang, Chen / Yosef, Tewodros Y. / Linzell, Daniel G. / Rasmussen, Jennifer D. (2021): Residual Axial Capacity Estimates for Bridge Columns Subjected to Combined Vehicle Collision and Air Blast. In: Journal of Bridge Engineering (ASCE), v. 26, n. 7 (Juli 2021).

    https://doi.org/10.1061/(asce)be.1943-5592.0001735

  6. Frankl, Bernard A. / Linzell, Daniel G. (2020): Shear-Buckling Coefficients for Slender, Horizontally Curved Plates. In: Journal of Structural Engineering (ASCE), v. 146, n. 3 (März 2020).

    https://doi.org/10.1061/(asce)st.1943-541x.0002526

  7. Choo, Tze-Wei / Linzell, Daniel G. / Lee, Je Il / Swanson, James A. (2005): Response of a continuous, skewed, steel bridge during deck placement. In: Journal of Constructional Steel Research, v. 61, n. 5 (Mai 2005).

    https://doi.org/10.1016/j.jcsr.2004.10.009

  8. Seo, Junwon / Linzell, Daniel G. (2013): Use of response surface metamodels to generate system level fragilities for existing curved steel bridges. In: Engineering Structures, v. 52 (Juli 2013).

    https://doi.org/10.1016/j.engstruct.2013.03.023

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