A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Seismic assessment of existing RC buildings before and after shear-wall retrofitting
The existing reinforced concrete (RC) buildings are analysed in the paper before and after shear-wall retrofitting. For numerical application, an existing RC building was selected and retrofitted with shear walls. Incremental dynamic analyses and static pushover analysis of these buildings were performed using the distributed plastic hinge approach. The results show that seismic retrofitting with shear walls increases rigidity and capacity of the building, while decreasing lateral displacements and damage.
Seismic assessment of existing RC buildings before and after shear-wall retrofitting
The existing reinforced concrete (RC) buildings are analysed in the paper before and after shear-wall retrofitting. For numerical application, an existing RC building was selected and retrofitted with shear walls. Incremental dynamic analyses and static pushover analysis of these buildings were performed using the distributed plastic hinge approach. The results show that seismic retrofitting with shear walls increases rigidity and capacity of the building, while decreasing lateral displacements and damage.
Seismic assessment of existing RC buildings before and after shear-wall retrofitting
Onur Onat (author) / Burak Yön (author) / Yusuf Calayır (author)
2018
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Seismic Assessment and Retrofitting of Existing Concrete Buildings
| Springer Verlag | 2009
Computational Strategies for Seismic Assessment and Retrofitting of Existing School Buildings
| Springer Verlag | 2019
Hemp-FRP for Seismic Retrofitting of Existing Masonry Buildings
| Springer Verlag | 2021