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D. Hernández-Figueirido ORCID

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

  1. Albero, V. / Reig, L. / Hernández-Figueirido, D. / Roig-Flores, M. / Melchor-Eixea, A. / Piquer, A. / Pitarch, A. M. (2024): Fire and postfire compressive strength of recycled aggregate concrete made with ceramic stoneware. In: Journal of Building Engineering, v. 89 (Juli 2024).

    https://doi.org/10.1016/j.jobe.2024.109363

  2. Albero, V. / Ibañez, C. / Hernández-Figueirido, D. / Piquer, A. (2022): Experimental analysis on circular concrete-filled steel tubular beam-columns under unequal load eccentricities. In: Engineering Structures, v. 259 (Mai 2022).

    https://doi.org/10.1016/j.engstruct.2022.114206

  3. Ibañez, C. / Hernández-Figueirido, D. / Piquer, A. (2021): Effect of steel tube thickness on the behaviour of CFST columns: Experimental tests and design assessment. In: Engineering Structures, v. 230 (März 2021).

    https://doi.org/10.1016/j.engstruct.2020.111687

  4. Albero, V. / Ibañez, C. / Piquer, A. / Hernández-Figueirido, D. (2021): Behaviour of slender concrete-filled dual steel tubular columns subjected to eccentric loads. In: Journal of Constructional Steel Research, v. 176 (Januar 2021).

    https://doi.org/10.1016/j.jcsr.2020.106365

  5. Hernández-Figueirido, D. / Romero, M. L. / Bonet, J. L. / Montalvá, J. M. (2012): Ultimate capacity of rectangular concrete-filled steel tubular columns under unequal load eccentricities. In: Journal of Constructional Steel Research, v. 68 (Januar 2012).

    https://doi.org/10.1016/j.jcsr.2011.07.014

  6. Piquer, A. / Hernández-Figueirido, D. (2016): Protected steel columns vs partially encased columns: Fire resistance and economic considerations. In: Journal of Constructional Steel Research, v. 124 (September 2016).

    https://doi.org/10.1016/j.jcsr.2016.05.011

  7. Piquer, A. / Ibañez, C. / Hernández-Figueirido, D. (2019): Structural response of concrete-filled round-ended stub columns subjected to eccentric loads. In: Engineering Structures, v. 184 (April 2019).

    https://doi.org/10.1016/j.engstruct.2019.01.091

  8. Hernández-Figueirido, D. / Romero, M. L. / Bonet, J. L. / Montalvá, J. M. (2012): Influence of Slenderness on High-Strength Rectangular Concrete-Filled Tubular Columns with Axial Load and Nonconstant Bending Moment. In: Journal of Structural Engineering (ASCE), v. 138, n. 12 (Dezember 2012).

    https://doi.org/10.1061/(asce)st.1943-541x.0000590

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