Towards a Fully Digital Modelling of Steel Joints at ULS
Auteur(s): |
Luciano Tosini
Mathieu Arquier Xavier Cespedes |
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Médium: | papier de conférence |
Langue(s): | anglais |
Conférence: | Footbridge 2017 Berlin - Tell A Story, 6-8.9.2017, Technische Universität Berlin (TU Berlin) |
Publié dans: | Footbridge 2017 Berlin - Tell A Story |
Année: | 2017 |
DOI: | 10.24904/footbridge2017.10478 |
Abstrait: |
For aesthetics' or structural reasons, footbridges design tends to push slenderness much further than any other structure. Moreover, it usually is the opportunity for both engineer and architect to express their creativity leading to ambitious designs. The computation of the global behaviour is generally not a problem with the use of finite element software, but when it comes to structural details, particularly to the ULS behaviour, there is discomfort. Indeed, code based formulas are most of the time inapplicable and local finite element models are time-consuming, slow down design iterations and limit the creativity of the project team. This article describes the reasons that led structural engineers to develop a software whose goal is a fast and reliable determination of steel connection ultimate resistance, and how it can help engineers to accelerate design iterations leading to a more optimal structure. The full paper gives scientific details. |
License: | Cette oeuvre est soumis au droits d'auteurs. Le(s) détenteur(s) des droits permet(tent) l'utilisation la visualistion et le téléchargement de cette oeuvre. La retransmission ou la publication nécessite la permission des détenteurs des droits. |
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sur cette fiche - Reference-ID
10075382 - Publié(e) le:
01.09.2017 - Modifié(e) le:
10.06.2021