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Structural behaviourof dual eccentrically braced frames with welded dog-bone joints subjected to cyclic loading

Author
Jiménez, A.; Mirambell, E.; Real, E.
Type of activity
Presentation of work at congresses
Name of edition
9th International Conference on Steel and Aluminium Structures
Date of publication
2019
Presentation's date
2019-07-05
Book of congress proceedings
Proceedings of the 9th International Conference on Steel and Aluminium Structures: ICSAS19: 3rd-5th July 2019, Bradford, UK
First page
1206
Last page
1217
Publisher
Independent Publishing Platform
Project funding
Diseño eficiente de uniones en estructuras de acero sometidas a acciones cíclicas
Repository
http://hdl.handle.net/2117/166564 Open in new window
Abstract
This paper presents the results of a series of simulations of welded dog-bone connections subjected to cyclic and monotonic loading. Reduced beam section (RBS) connections are a very easy to apply and economical solution, and can exhibit very good rotation capabilities under cyclic actions. In this paper, a numerical model developed with the finite element software Abaqus is presented to study the rotational behaviour of dog-bone joint connections in I-sections subjected to cyclic and monotonic ...
Citation
Jiménez, A.; Mirambell, E.; Real, E. Structural behaviourof dual eccentrically braced frames with welded dog-bone joints subjected to cyclic loading. A: International Conference on Steel and Aluminium Structures. "Proceedings of the 9th International Conference on Steel and Aluminium Structures: ICSAS19: 3rd-5th July 2019, Bradford, UK". Independent Publishing Platform, 2019, p. 1206-1217.
Keywords
Reduced beam section (RBS), dual eccentrically-braced frame, moment-rotation diagram, nonlinear pushover analysis, shear link
Group of research
ATEM - Structural and Materials Technology

Participants