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Idris Bedirhanoglu 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. Bedirhanoglu, Idris (2022): Retrofitting of Shear Compression Failure-Critic Short Columns with a New Technique. In: Buildings, v. 12, n. 12 (1 December 2022).

    https://doi.org/10.3390/buildings12122266

  2. Bedirhanoglu, Idris / Ilki, Alper / Triantafillou, Thanasis C. (2022): Seismic Behavior of Repaired and Externally FRP-Jacketed Short Columns Built with Extremely Low-Strength Concrete. In: Journal of Composites for Construction, v. 26, n. 1 (February 2022).

    https://doi.org/10.1061/(asce)cc.1943-5614.0001179

  3. Bedirhanoglu, Idris (2015): Prefabricated-HSPRCC panels for retrofitting of existing RC members-a pioneering study. In: Structural Engineering and Mechanics, v. 56, n. 1 (October 2015).

    https://doi.org/10.12989/sem.2015.56.1.001

  4. Bedirhanoglu, Idris (2014): A practical neuro-fuzzy model for estimating modulus of elasticity of concrete. In: Structural Engineering and Mechanics, v. 51, n. 2 (July 2014).

    https://doi.org/10.12989/sem.2014.51.2.249

  5. Ilki, Alper / Bedirhanoglu, Idris / Kumbasar, Nahit (2011): Behavior of FRP-Retrofitted Joints Built with Plain Bars and Low-Strength Concrete. In: Journal of Composites for Construction, v. 15, n. 3 (June 2011).

    https://doi.org/10.1061/(asce)cc.1943-5614.0000156

  6. Ilki, Alper / Demir, Cem / Bedirhanoglu, Idris / Kumbasar, Nahit (2009): Seismic Retrofit of Brittle and Low Strength RC Columns Using Fiber Reinforced Polymer and Cementitious Composites. In: Advances in Structural Engineering, v. 12, n. 3 (June 2009).

    https://doi.org/10.1260/136943309788708356

  7. Bedirhanoglu, Idris / Ilki, Alper / Kumbasar, Nahit (2013): Precast fiber reinforced cementitious composites for seismic retrofit of deficient rc joints – A pilot study. In: Engineering Structures, v. 52 (July 2013).

    https://doi.org/10.1016/j.engstruct.2013.02.020

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