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Selvarajah Ramesh 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. Choe, Lisa / Ramesh, Selvarajah / Dai, Xu / Hoehler, Matthew / Bundy, Matthew (2021): Experimental study on fire resistance of a full-scale composite floor assembly in a two-story steel framed building. In: Journal of Structural Fire Engineering, v. 13, n. 2 (December 2021).

    https://doi.org/10.1108/jsfe-05-2021-0030

  2. Choe, Lisa / Ramesh, Selvarajah / Zhang, Chao / Clifton, Charles (2021): Behavior of Composite Floor Assemblies Subject to Fire: Influence of Slab Reinforcement. In: ce/papers, v. 4, n. 2-4 (September 2021).

    https://doi.org/10.1002/cepa.1431

  3. Choe, Lisa / Ramesh, Selvarajah / Hoehler, Matthew / Gross, John (2018): Experimental Study on Long-Span Composite Floor Beams Subject to Fire: Baseline Data at Ambient Temperature. Presented at: Structures Congress 2018, Fort Worth, Texas, 19-21 April 2018.

    https://doi.org/10.1061/9780784481325.015

  4. Ramesh, Selvarajah / Choe, Lisa / Hoehler, Matthew / Grosshandler, William / Gross, John (2018): Design and Construction of Long-Span Composite Beam Specimens for Large Structural-Fire Tests. Presented at: Structures Congress 2018, Fort Worth, Texas, 19-21 April 2018.

    https://doi.org/10.1061/9780784481325.017

  5. Ramesh, Selvarajah / Choe, Lisa / Zhang, Chao (2020): Experimental investigation of structural steel beams subjected to localized fire. In: Engineering Structures, v. 218 (September 2020).

    https://doi.org/10.1016/j.engstruct.2020.110844

  6. Choe, Lisa / Ramesh, Selvarajah / Grosshandler, William / Hoehler, Matthew / Seif, Mina / Gross, John / Bundy, Matthew (2020): Behavior and Limit States of Long-Span Composite Floor Beams with Simple Shear Connections Subject to Compartment Fires: Experimental Evaluation. In: Journal of Structural Engineering (ASCE), v. 146, n. 6 (June 2020).

    https://doi.org/10.1061/(asce)st.1943-541x.0002627

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