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Barry T. Rosson ORCID

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

  1. Faller, Ronald K. / Ritter, Michael A. / Rosson, Barry T. / Fowler, Michael D. / Duwadi, Sheila R. (2000): Two Test Level 4 Bridge Railing and Transition Systems for Transverse Timber Deck Bridges. In: Transportation Research Record: Journal of the Transportation Research Board, v. 1696, n. 1 (Januar 2000).

    https://doi.org/10.3141/1696-35

  2. Faller, Ronald K. / Rosson, Barry T. / Ritter, Michael A. / Keller, Eric A. / Duwadi, Sheila R. (2001): Development of Two Test Level 2 Bridge Railings and Transitions for Use on Transverse Glue-Laminated Deck Bridges. In: Transportation Research Record: Journal of the Transportation Research Board, v. 1743, n. 1 (Januar 2001).

    https://doi.org/10.3141/1743-17

  3. Koh, Hyeyoung / Rosson, Barry T. / Blum, Hannah B. (2023): Stability analysis of stiffness reduction models on rotary- and non-rotary straightened W-shapes. In: Journal of Constructional Steel Research, v. 208 (September 2023).

    https://doi.org/10.1016/j.jcsr.2023.108024

  4. Koh, Hyeyoung / Rosson, Barry T. / Blum, Hannah B. (2022): Exploring Machine Learning for the Stability Analysis of Rotary‐straightened Steel Members with Multiple Stiffness Reduction Models. In: ce/papers, v. 5, n. 4 (September 2022).

    https://doi.org/10.1002/cepa.1843

  5. Rosson, Barry T. (2018): A Virtual Work Approach to Modeling the Nonlinear Behavior of Steel Frames. In: Journal of Civil Engineering and Architecture, v. 12, n. 5 (Mai 2018).

    https://doi.org/10.17265/1934-7359/2018.05.001

  6. Rosson, Barry T. / Gurneian, Harout (2020): Comparison of Inelastic Material Models Used to Determine Steel Frame Limit Load Conditions. In: Journal of Civil Engineering and Architecture, v. 14, n. 2 (Februar 2020).

    https://doi.org/10.17265/1934-7359/2020.02.001

  7. Faller, Ronald K. / Rosson, Barry T. (1999): Effective moment of inertia for rectangular elastoplastic beams. In: Structural Engineering and Mechanics, v. 7, n. 1 (Januar 1999).

    https://doi.org/10.12989/sem.1999.7.1.095

  8. Rosson, Barry T. / Suelter, Jason L. (2001): Closed-Form Equations for Hardening of Sand-Lime Mortar Joints. In: Journal of Engineering Mechanics (ASCE), v. 127, n. 6 (Juni 2001).

    https://doi.org/10.1061/(asce)0733-9399(2001)127:6(574)

  9. Rosson, Barry T. / Søyland, Ketil / Boothby, Thomas E. (1998): Inelastic behavior of sand-lime mortar joint masonry arches. In: Engineering Structures, v. 20, n. 1-2 (Januar 1998).

    https://doi.org/10.1016/s0141-0296(97)00052-7

  10. Boothby, Thomas E. / Rosson, Barry T. (1998): Preservation of Historic Thin-Shell Concrete Structures. In: Journal of Architectural Engineering (ASCE), v. 4, n. 1 (März 1998).

    https://doi.org/10.1061/(asce)1076-0431(1998)4:1(4)

  11. Rosson, Barry T. / McAfee, Mark / Buckendahl, Chad W. / Impara, James C. (2000): PAK Analysis Results for Building Architectural Engineering Licensure Exam. In: Journal of Architectural Engineering (ASCE), v. 6, n. 2 (Juni 2000).

    https://doi.org/10.1061/(asce)1076-0431(2000)6:2(39)

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