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H. Carvalho 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. Gomes, J. O. / Simões da Silva, L. / Tankova, T. / Carvalho, H. / Filho, J. O. Ferreira (2024): Lateral-torsional buckling resistance of non-prismatic and prismatic mono-symmetric I-section steel beams based on stress utilization. In: Engineering Structures, v. 305 (April 2024).

    https://doi.org/10.1016/j.engstruct.2024.117758

  2. Gomes Jr, J. O. / Carvalho, H. / Simões da Silva, L. / Ferreira Filho, J. O. / Lavall, A. (2023): Assessment of design procedures for the buckling resistance of hot-rolled steel equal leg angles under concentric and eccentric compression. In: Structures, v. 57 (November 2023).

    https://doi.org/10.1016/j.istruc.2023.105308

  3. Liu, Z. / Correia, J. / Carvalho, H. / Mourão, A. / Jesus, A. / Calçada, R. / Berto, F. (2018): Global‐local fatigue assessment of an ancient riveted metallic bridge based on submodelling of the critical detail. In: Fatigue & Fracture of Engineering Materials & Structures, v. 42, n. 2 (24 September 2018).

    https://doi.org/10.1111/ffe.12930

  4. Montenegro, P. A. / Carvalho, H. / Ortega, M. / Millanes, F. / Goicolea, J. M. / Zhai, W. / Calçada, R. (2022): Impact of the train-track-bridge system characteristics in the runnability of high-speed trains against crosswinds - Part I: Running safety. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 224 (May 2022).

    https://doi.org/10.1016/j.jweia.2022.104974

  5. Ribeiro, D. / Bragança, C. / Montenegro, P. A. / Carvalho, H. / Costa, B. / Marques, F. (2022): Wind-induced fatigue analysis of high-rise guyed lattice steel towers. In: Structures, v. 36 (February 2022).

    https://doi.org/10.1016/j.istruc.2021.12.017

  6. Liu, Z. / Hebdon, M. H. / Correia, J. A. F. O. / Carvalho, H. / Vilela, P. / de Jesus, A. M. P. / Calçada, R. A. B. (2017): Fatigue Life Evaluation of Critical Details of the Hercílio Luz Suspension Bridge. In: Procedia Structural Integrity, v. 5 ( 2017).

    https://doi.org/10.1016/j.prostr.2017.07.063

  7. Heleno, R. / Montenegro, P. A. / Carvalho, H. / Ribeiro, D. / Calçada, R. / Baker, C. J. (2021): Influence of the railway vehicle properties in the running safety against crosswinds. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 217 (October 2021).

    https://doi.org/10.1016/j.jweia.2021.104732

  8. Montenegro, P. A. / Carvalho, H. / Ribeiro, D. / Calçada, R. / Tokunaga, M. / Tanabe, M. / Zhai, W. M. (2021): Assessment of train running safety on bridges: A literature review. In: Engineering Structures, v. 241 (August 2021).

    https://doi.org/10.1016/j.engstruct.2021.112425

  9. Guilbaud, J. P. / Carvalho, H. / Baroghel-Bouny, V. / Raharinaivo, A. (2000): Study of the moisture content gradient in a cementitious material by measuring its impedance and gamma-densitometry. Estudio del contenido de humedad en un material en base cemento midiendo su impedancia y su gamma-densitometría. In: Materiales de Construccion, v. 50, n. 257 (March 2000).

    https://doi.org/10.3989/mc.2000.v50.i257.414

  10. Montenegro, P. A. / Heleno, R. / Carvalho, H. / Calçada, R. / Baker, C. J. (2020): A comparative study on the running safety of trains subjected to crosswinds simulated with different wind models. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 207 (December 2020).

    https://doi.org/10.1016/j.jweia.2020.104398

  11. Montenegro, P. A. / Barbosa, D. / Carvalho, H. / Calçada, R. (2020): Dynamic effects on a train-bridge system caused by stochastically generated turbulent wind fields. In: Engineering Structures, v. 211 (May 2020).

    https://doi.org/10.1016/j.engstruct.2020.110430

  12. Carvalho, H. / Queiroz, G. / Vilela, P. M. L. / Fakury, R. H. (2019): Dynamic analysis of a concrete chimney considering the aerodynamic damping. In: Revista IBRACON de Estruturas e Materiais, v. 12, n. 2 (April 2019).

    https://doi.org/10.1590/s1983-41952019000200006

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