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Development of box-shaped steel slit dampers for seismic retrofit of building structures
HighlightsA steel slit damper is developed by combining four steel slit plates to be used for seismic retrofit of structures.Cyclic loading tests of two damper specimens are carried out to evaluate their seismic energy dissipation capability.The slit dampers are applied to seismic retrofit of a model structure using capacity spectrum method.The dampers are effective in restraining the building displacement within a given target performance limit state.
AbstractIn this study a steel slit damper is developed by combining four steel slit plates to be used for seismic retrofit of structures. The proposed damper consists of four slit plates integrated into a box shape, and can produce larger damping force in relatively small size compared with the conventional slit plate dampers composed of single slit plate. Cyclic loading tests of two damper specimens are carried out to evaluate their seismic energy dissipation capability. The slit dampers are applied to seismic retrofit of an existing reinforced concrete structure using the procedure developed based on the capacity spectrum method. Nonlinear dynamic analysis of the model structure shows that the dampers installed using the proposed procedure are effective in restraining the building displacement within a given target performance limit state. The time history of the hysteretic energy dissipation shows that most seismic energy is dissipated by the dampers while the structural elements mostly remain elastic.
Development of box-shaped steel slit dampers for seismic retrofit of building structures
HighlightsA steel slit damper is developed by combining four steel slit plates to be used for seismic retrofit of structures.Cyclic loading tests of two damper specimens are carried out to evaluate their seismic energy dissipation capability.The slit dampers are applied to seismic retrofit of a model structure using capacity spectrum method.The dampers are effective in restraining the building displacement within a given target performance limit state.
AbstractIn this study a steel slit damper is developed by combining four steel slit plates to be used for seismic retrofit of structures. The proposed damper consists of four slit plates integrated into a box shape, and can produce larger damping force in relatively small size compared with the conventional slit plate dampers composed of single slit plate. Cyclic loading tests of two damper specimens are carried out to evaluate their seismic energy dissipation capability. The slit dampers are applied to seismic retrofit of an existing reinforced concrete structure using the procedure developed based on the capacity spectrum method. Nonlinear dynamic analysis of the model structure shows that the dampers installed using the proposed procedure are effective in restraining the building displacement within a given target performance limit state. The time history of the hysteretic energy dissipation shows that most seismic energy is dissipated by the dampers while the structural elements mostly remain elastic.
Development of box-shaped steel slit dampers for seismic retrofit of building structures
Lee, Joonho (author) / Kim, Jinkoo (author)
Engineering Structures ; 150 ; 934-946
2017-07-24
13 pages
Article (Journal)
Electronic Resource
English
Seismic retrofit of asymmetric structures using steel plate slit dampers
British Library Online Contents | 2016
|Seismic retrofit of asymmetric structures using steel plate slit dampers
Elsevier | 2016
|Seismic retrofit of asymmetric structures using steel plate slit dampers
Online Contents | 2016
|Seismic retrofit of asymmetric structures using steel plate slit dampers
British Library Online Contents | 2016
|