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H. Carvalho ORCID

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

  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 (Mai 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 (Februar 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 (Oktober 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 (März 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 (Dezember 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 (Mai 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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