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Numerical Modeling of Timber-steel Hybrid Structures: Challenges and Innovative Strategies

Auteur(s): (Politecnico di Milano, Department of Civil and Environmental Engineering Milan Italy)
(Politecnico di Milano, Department of Civil and Environmental Engineering Milan Italy)
Médium: article de revue
Langue(s): anglais
Publié dans: ce/papers, , n. 1-2, v. 7
Page(s): 92-101
DOI: 10.1002/cepa.3026
Abstrait:

The increasing diffusion of timber as a structural material asks for major detailing concerning numerical modelling; timber is commonly used with other construction materials in order to create hybrid structures exploiting each material's strengths and smoothing less efficient features. In this way – combining timber and steel – structural performances are guaranteed while lightness and sustainability of only‐timber structures are maintained. Some specific issues linked to timber material – e.g., orthotropic behaviour – and contact with steel are specifically addressed, exploring different techniques according to the scale of the problem. Finally, a complete steel‐timber hybrid beam‐to‐column joint is assembled, with a clear understanding of each interaction and insights for future adjustments to the benchmark model.

Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1002/cepa.3026.
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  • Reference-ID
    10766733
  • Publié(e) le:
    17.04.2024
  • Modifié(e) le:
    17.04.2024
 
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