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Analysis of concrete-filled steel tubular columns after fire exposure

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Analysis of concrete-filled steel tubular columns after fire exposure

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Ibáñez, C.; Bisby, L.; Rush, D.; Romero, ML.; Hospitaler, A. (2018). Analysis of concrete-filled steel tubular columns after fire exposure. En Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018. Editorial Universitat Politècnica de València. 795-802. doi:10.4995/ASCCS2018.2018.7193

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/108060

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Title: Analysis of concrete-filled steel tubular columns after fire exposure
Author:
Issued date:
Abstract:
[EN] Concrete filled steel tubular (CFST) columns have a high probability to resist high temperatures compared to steel structures, whose evaluation after a fire is limited by the resulting deformation. A better understanding ...[+]
Subjects: Post-fire response , Residual capacity , Fiber beam model , Concrete filled steel tubular columns
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/ASCCS2018.2018.7193
Publisher:
Editorial Universitat Politècnica de València
Publisher version: http://ocs.editorial.upv.es/index.php/ASCCS/ASCCS2018/paper/view/7193
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 authors gratefully acknowledge the financial support given by Generalitat Valenciana (Spain) for providing the funding BEST/2017/141 for the first author's stay as a visiting fellow at the School of Engineering of the ...[+]
Type: Capítulo de libro Comunicación en congreso

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