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A new method to assess the stiffness and rotation capacity of composite joints

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A new method to assess the stiffness and rotation capacity of composite joints

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Duarte Da Costa, J.; Obiala, R.; Odenbreit, C. (2018). A new method to assess the stiffness and rotation capacity of composite joints. En Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018. Editorial Universitat Politècnica de València. 533-540. https://doi.org/10.4995/ASCCS2018.2018.7082

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/108369

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Title: A new method to assess the stiffness and rotation capacity of composite joints
Author: Duarte da Costa, Job Obiala, Renata Odenbreit, Christoph
Issued date:
Abstract:
[EN] Composite beam-to-column joints in buildings are mostly modelled as pinned joints in order to facilitate the design of the structure. In reality, due to the required reinforcement in the concrete slab, a certain joint ...[+]
Subjects: Composite joints , Semi-continuous , Rotation capacity , Joint stiffness , Numerical simulations , Abaqus
Copyrigths: Reconocimiento - No comercial - Sin obra derivada (by-nc-nd)
ISBN: 9788490486016
Source:
Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018.
DOI: 10.4995/ASCCS2018.2018.7082
Publisher:
Editorial Universitat Politècnica de València
Publisher version: http://ocs.editorial.upv.es/index.php/ASCCS/ASCCS2018/paper/view/7082
Conference name: 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018
Conference place: Valencia, Spain
Conference date: Junio 27-29,2018
Thanks:
The project presented in this paper was supported by ArcelorMittal Global R&D. The numerical simulations were carried out using the HPC facilities of the University of Luxembourg
Type: Capítulo de libro Comunicación en congreso

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