Professional paper

https://doi.org/10.14256/JCE.2068.2017

Seismic assessment of existing RC buildings before and after shear-wall retrofitting

Onur Onat
Burak Yön
Yusuf Calayır

Abstract

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.

Keywords

structural analysis; damage; retrofitting; shear wall; reinforced concrete buildings

Hrčak ID:

206271

URI

https://hrcak.srce.hr/206271

Publication date:

1.10.2018.

Article data in other languages: croatian

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