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Analysis of Fracture Behavior of Large Steel Beam-Column Connections

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Analysis of Fracture Behavior of Large Steel Beam-Column Connections

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Qi, L.; Paquette, J.; Eatherton, M.; Leon, R.; Bogdan, T.; Popa, N.; Nunez, E. (2018). Analysis of Fracture Behavior of Large Steel Beam-Column Connections. En Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018. Editorial Universitat Politècnica de València. 521-526. doi:10.4995/ASCCS2018.2018.7122

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/109988

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Title: Analysis of Fracture Behavior of Large Steel Beam-Column Connections
Author:
Issued date:
Abstract:
[EN] Recently completed experimental steel beam-column connection tests on the largest specimens of reduced-beam section specimens ever tested have shown that such connections can meet current seismic design qualification ...[+]
Subjects: Reduced beam sections , Steel connections , Welded connections , Seismic design , Connection modelling
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/ASCCS2018.2018.7122
Publisher:
Editorial Universitat Politècnica de València
Publisher version: http://ocs.editorial.upv.es/index.php/ASCCS/ASCCS2018/paper/view/7122
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:
These studies were made possible by a grant from the National Scholarship Council of China to Mr. Qi and by the generosity of the Advanced Research Computing Center at Virginia Tech.
Type: Capítulo de libro Comunicación en congreso

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