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Analysis and behavior of high-strength rectangular CFT columns

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Analysis and behavior of high-strength rectangular CFT columns

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Lai, Z.; Varma, A. (2018). Analysis and behavior of high-strength rectangular CFT columns. En Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018. Editorial Universitat Politècnica de València. 245-252. doi:10.4995/ASCCS2018.2018.6957

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/109982

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Title: Analysis and behavior of high-strength rectangular CFT columns
Author:
Issued date:
Abstract:
[EN] The current AISC Specification (AISC 360-16) specifies the material strength limits for concrete-filled steel tube (CFT) columns. According to AISC 360-16, the steel yield stress (Fy) for CFT columns should not exceed ...[+]
Subjects: High-strength , CFT columns , Experimental database , Finite element analysis , Design
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/ASCCS2018.2018.6957
Publisher:
Editorial Universitat Politècnica de València
Publisher version: http://ocs.editorial.upv.es/index.php/ASCCS/ASCCS2018/paper/view/6957
Conference name: 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018
Conference place: Valencia, Spain
Conference date: Junio 27-29,2018
Type: Capítulo de libro Comunicación en congreso

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