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A Comparative Dynamic Evaluation of Energy Dissipating Hysteretic and Conventional Brick Infilled Buildings Considering Bi-Axial Interaction
A dynamic numerical model is developed considering in-plane and out-of-plane behaviour and their interaction for the novel energy dissipating hysteretic infill and conventional brick infill system. The response of three-story infilled buildings under earthquake excitations shows a significant performance improvement in the energy dissipating hysteretic infilled building. The novel infill system resists the formation of the soft-story mechanism with enhanced overall structural performance, and a reduced number of infill failures compared with the conventional infilled buildings. This is mainly due to its low stiffening effect, better post-peak response in the in-plane direction and improved out-of-plane deformation capacity and bi-axial stability.
A Comparative Dynamic Evaluation of Energy Dissipating Hysteretic and Conventional Brick Infilled Buildings Considering Bi-Axial Interaction
A dynamic numerical model is developed considering in-plane and out-of-plane behaviour and their interaction for the novel energy dissipating hysteretic infill and conventional brick infill system. The response of three-story infilled buildings under earthquake excitations shows a significant performance improvement in the energy dissipating hysteretic infilled building. The novel infill system resists the formation of the soft-story mechanism with enhanced overall structural performance, and a reduced number of infill failures compared with the conventional infilled buildings. This is mainly due to its low stiffening effect, better post-peak response in the in-plane direction and improved out-of-plane deformation capacity and bi-axial stability.
A Comparative Dynamic Evaluation of Energy Dissipating Hysteretic and Conventional Brick Infilled Buildings Considering Bi-Axial Interaction
Pachappoyil, Nidhin S. (Autor:in) / Agarwal, Pankaj (Autor:in)
Journal of Earthquake Engineering ; 28 ; 2909-2923
26.07.2024
15 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Taylor & Francis Verlag | 2023
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