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Alex Sander Clemente de Souza

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

  1. de Souza, Alex Sander Clemente / Debs, Luciana (2023): Identifying Emerging Technologies and Skills Required for Construction 4.0. In: Buildings, v. 13, n. 10 (10 Oktober 2023).

    https://doi.org/10.3390/buildings13102535

  2. Nicoletti, Renato Silva / Oliveira, Tawan / de Souza, Alex Sander Clemente / De Nardin, Silvana (2023): Evaluation of the TRF of reinforced concrete beams through thermal and thermostructural analysis. In: Journal of Structural Fire Engineering, v. 15, n. 1 (Juni 2023).

    https://doi.org/10.1108/jsfe-10-2022-0033

  3. Almeida, Marcela Moreira da Rocha / de Souza, Alex Sander Clemente / de Albuquerque, Augusto Teixeira (2022): Experimental study of prestressed steel-concrete composite beams with profiled steel decking. In: Journal of Constructional Steel Research, v. 194 (Juli 2022).

    https://doi.org/10.1016/j.jcsr.2022.107331

  4. Hosseinpour, Mahmoud / Rossi, Alexandre / de Souza, Alex Sander Clemente / Sharifi, Yasser (2022): New predictive equations for LDB strength assessment of steel–concrete composite beams. In: Engineering Structures, v. 258 (Mai 2022).

    https://doi.org/10.1016/j.engstruct.2022.114121

  5. Almeida, Marcela Moreira da Rocha / de Souza, Alex Sander Clemente / de Albuquerque, Augusto Teixeira / Rossi, Alexandre (2022): Parametric analysis of steel-concrete composite beams prestressed with external tendons. In: Journal of Constructional Steel Research, v. 189 (Februar 2022).

    https://doi.org/10.1016/j.jcsr.2021.107087

  6. Nicoletti, Renato Silva / Rossi, Alexandre / de Souza, Alex Sander Clemente / Martins, Carlos Humberto (2021): Numerical assessment of effective width in steel-concrete composite box girder bridges with partial interaction. In: Engineering Structures, v. 239 (Juli 2021).

    https://doi.org/10.1016/j.engstruct.2021.112333

  7. Rossi, Alexandre / Hideyuki Saito, Daniel / Martins, Carlos Humberto / de Souza, Alex Sander Clemente (2021): The influence of structural imperfections on the LTB strength of I-beams. In: Structures, v. 29 (Februar 2021).

    https://doi.org/10.1016/j.istruc.2020.11.020

  8. Nicoletti, Renato Silva / de Souza, Alex Sander Clemente (2021): Numerical evaluation of the slab effective width in steel-concrete composite box girder bridges. In: Revista IBRACON de Estruturas e Materiais, v. 14, n. 1 ( 2021).

    https://doi.org/10.1590/s1983-41952021000100010

  9. Nicoletti, Renato Silva / Rossi, Alexandre / de Souza, Alex Sander Clemente / Martins, Carlos Humberto (2020): Numerical assessment of effective width in steel-concrete composite box girder bridges. In: Advances in Structural Engineering, v. 24, n. 5 (November 2020).

    https://doi.org/10.1177/1369433220971744

  10. Rossi, Alexandre / Nicoletti, Renato Silva / de Souza, Alex Sander Clemente / Martins, Carlos Humberto (2020): Lateral distortional buckling in steel-concrete composite beams: A review. In: Structures, v. 27 (Oktober 2020).

    https://doi.org/10.1016/j.istruc.2020.07.026

  11. Rossi, Alexandre / Nicoletti, Renato Silva / de Souza, Alex Sander Clemente / Martins, Carlos Humberto (2020): Numerical assessment of lateral distortional buckling in steel-concrete composite beams. In: Journal of Constructional Steel Research, v. 172 (September 2020).

    https://doi.org/10.1016/j.jcsr.2020.106192

  12. Rossi, Alexandre / Martins, Carlos Humberto / Nicoletti, Renato Silva / de Souza, Alex Sander Clemente (2020): Reassesment of lateral torsional buckling in hot-holled I-beams. In: Structures, v. 26 (August 2020).

    https://doi.org/10.1016/j.istruc.2020.04.041

  13. de Souza, Alex Sander Clemente / Gonçalves, Roberto Martins (2005): Mechanism of Collapse of Space Trusses with Steel Hollow Circular Bars with Flattened Ends. In: International Journal of Space Structures, v. 20, n. 4 (Dezember 2005).

    https://doi.org/10.1260/026635105775870279

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