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Finite element analysis of concrete-encased steel composite columns with off-center steel section

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Finite element analysis of concrete-encased steel composite columns with off-center steel section

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Lai, B.; Liew, JY.; Li, S. (2018). Finite element analysis of concrete-encased steel composite columns with off-center steel section. En Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018. Editorial Universitat Politècnica de València. 297-303. https://doi.org/10.4995/ASCCS2018.2018.7005

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/107947

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Title: Finite element analysis of concrete-encased steel composite columns with off-center steel section
Author: Lai, Binglin Liew, Jat Yuen Li, Shan
Issued date:
Abstract:
[EN] Concrete encased steel composite columns have been widely used in high-rise buildings and top-down constructions owning to excellent load-carrying capacity and fire resistance. However, double symmetric composite ...[+]
Subjects: Encased composite columns , Off-centered section , Top-down construction , Finite element analysis , EC4 simplified method
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/ASCCS2018.2018.7005
Publisher:
Editorial Universitat Politècnica de València
Publisher version: http://ocs.editorial.upv.es/index.php/ASCCS/ASCCS2018/paper/view/7005
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 research is funded by the Building & Construction Authority of Singapore under project grant R-302-000-168-409.
Type: Capítulo de libro Comunicación en congreso

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