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Barry T. Rosson 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. 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 (January 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 (January 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 (May 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 (February 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 (January 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 (June 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 (January 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 (March 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 (June 2000).

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

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