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  • Base de données et galerie internationale d'ouvrages d'art et du génie civil

Publicité

L. Simões da Silva

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Henriques, J. / Rosa, N. / Gervásio, H. / Santos, P. / Simões da Silva, L. (2017): Structural performance of light steel framing panels using screw connections subjected to lateral loading. Dans: Thin-Walled Structures, v. 121 (décembre 2017).

    https://doi.org/10.1016/j.tws.2017.09.024

  2. Andrade, D. G. / Tankova, T. / Zhu, C. / Branco, R. / Simões da Silva, L. / Rodrigues, D. M. (2024): Mechanical properties of 3D printed CMT-WAAM 316 LSi stainless steel walls. Dans: Journal of Constructional Steel Research, v. 215 (avril 2024).

    https://doi.org/10.1016/j.jcsr.2024.108527

  3. 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. Dans: Engineering Structures, v. 305 (avril 2024).

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

  4. Lesiuk, G. / Kucharski, P. / Correia, J. A. F. O. / de Jesus, A. M. P. / Rebelo, C. / Simões da Silva, L. (2016): Mixed Mode (I+II) Fatigue Crack Growth of Long Term Operating Bridge Steel. Dans: Procedia Engineering, v. 160 ( 2016).

    https://doi.org/10.1016/j.proeng.2016.08.889

  5. Santos, P. / Simões da Silva, L. / Gervásio, H. / Gameiro Lopes, A. (2011): Parametric analysis of the thermal performance of light steel residential buildings in Csb climatic regions. Dans: Journal of Building Physics, v. 35, n. 1 (juillet 2011).

    https://doi.org/10.1177/1744259111403440

  6. Rebelo, C. / Veljkovic, M. / Matos, R. / Simões da Silva, L. (2012): Structural monitoring of a wind turbine steel tower - Part II: monitoring results. Dans: Wind & Structures, v. 15, n. 4 (juillet 2012).

    https://doi.org/10.12989/was.2012.15.4.301

  7. Rebelo, C. / Veljkovic, M. / Simões da Silva, L. / Simões, R. / Henriques, J. (2012): Structural monitoring of a wind turbine steel tower - Part I: system description and calibration. Dans: Wind & Structures, v. 15, n. 4 (juillet 2012).

    https://doi.org/10.12989/was.2012.15.4.285

  8. Gervásio, H. / Santos, P. / Martins, R. / Simões da Silva, L. (2014): A macro-component approach for the assessment of building sustainability in early stages of design. Dans: Building and Environment, v. 73 (mars 2014).

    https://doi.org/10.1016/j.buildenv.2013.12.015

  9. Martins, J. P. / Simões da Silva, L. / Reis, A. (2014): Ultimate load of cylindrically curved panels under in-plane compression and bending—Extension of rules from EN 1993-1-5. Dans: Thin-Walled Structures, v. 77 (avril 2014).

    https://doi.org/10.1016/j.tws.2013.11.012

  10. Vila Real, P. M. M. / Lopes, N. / Simões da Silva, L. / Piloto, P. / Franssen, J. M. (2003): Towards a consistant safety format of steel beam-columns: application of the new interaction formulae for ambient temperature to elevated temperatures. Dans: Steel and Composite Structures, v. 3, n. 6 (décembre 2003).

    https://doi.org/10.12989/scs.2003.3.6.383

  11. Martins, J. P. / Simões da Silva, L. / Tankova, T. / Craveiro, H. D. (2019): Reliability assessment of EC3-1-5 methodology of welded slender cross-sections under direct stresses. Dans: Journal of Constructional Steel Research, v. 160 (septembre 2019).

    https://doi.org/10.1016/j.jcsr.2019.05.035

  12. Gervásio, Helena / Simões da Silva, L. / Borges, L. (2004): Reliability assessment of the post-limit stiffness and ductility of steel joints. Dans: Journal of Constructional Steel Research, v. 60, n. 3-5 (mars 2004).

    https://doi.org/10.1016/s0143-974x(03)00145-7

  13. Simões da Silva, L. / Rebelo, C. / Nethercot, D. / Marques, L. / Simões, R. / Vila Real, P. M. M. (2009): Statistical evaluation of the lateral–torsional buckling resistance of steel I-beams, Part 2: Variability of steel properties. Dans: Journal of Constructional Steel Research, v. 65, n. 4 (avril 2009).

    https://doi.org/10.1016/j.jcsr.2008.07.017

  14. Rebelo, C. / Lopes, N. / Simões da Silva, L. / Nethercot, D. / Vila Real, P. M. M. (2009): Statistical evaluation of the lateral–torsional buckling resistance of steel I-beams, Part 1: Variability of the Eurocode 3 resistance model. Dans: Journal of Constructional Steel Research, v. 65, n. 4 (avril 2009).

    https://doi.org/10.1016/j.jcsr.2008.07.016

  15. Simões da Silva, L. (2008): Towards a consistent design approach for steel joints under generalized loading. Dans: Journal of Constructional Steel Research, v. 64, n. 9 (septembre 2008).

    https://doi.org/10.1016/j.jcsr.2008.02.017

  16. Vila Real, P. M. M. / Lopes, N. / Simões da Silva, L. / Franssen, J.-M. (2008): Lateral–torsional buckling of stainless steel I-beams in case of fire. Dans: Journal of Constructional Steel Research, v. 64, n. 11 (novembre 2008).

    https://doi.org/10.1016/j.jcsr.2008.04.013

  17. Simões da Silva, L. / Marques, L. / Rebelo, C. (2010): Numerical validation of the general method in EC3-1-1 for prismatic members. Dans: Journal of Constructional Steel Research, v. 66, n. 4 (avril 2010).

    https://doi.org/10.1016/j.jcsr.2009.11.003

  18. Lopes, N. / Simões da Silva, L. / Vila Real, P. M. M. / Piloto, P. (2004): New proposals for the design of steel beam-columns in case of fire, including a new approach for the lateral–torsional buckling. Dans: Computers & Structures, v. 82, n. 17-19 (juillet 2004).

    https://doi.org/10.1016/j.compstruc.2004.03.042

  19. Simões da Silva, L. / Santiago, Aldina / Real, Paulo Vila (2002): Post-limit stiffness and ductility of end-plate beam-to-column steel joints. Dans: Computers & Structures, v. 80, n. 5-6 (mars 2002).

    https://doi.org/10.1016/s0045-7949(02)00014-7

  20. Yardimci, N. / Simões da Silva, L. / Veljkovic, M. / Batirbaygil, H. / Yorgun, C. (2010): Steel meets culture. Dans: Steel Construction, v. 3, n. 3 (août 2010).

    https://doi.org/10.1002/stco.201010017

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