Seismic Retrofitting of Reinforced Concrete Buildings using Eccentric Link-Bracing System

Date

2012-09-24

Author

Dicleli, Murat

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https://hdl.handle.net/11511/83555

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Seismic retrofitting of reinforced concrete buildings using steel braces with shear link Durucan, Cengizhan; Dicleli, Murat; Department of Engineering Sciences (2009) The catastrophic damage to the infrastructure due to the most recent major earthquakes around the world demonstrated the seismic vulnerability of many existing reinforced concrete buildings. Accordingly, this thesis is focused on a proposed seismic retrofitting system (PSRS) configured to upgrade the performance of seismically vulnerable reinforced concrete buildings. The proposed system is composed of a rigid steel frame with chevron braces and a conventional energy dissipating shear link. The retrofitting...
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Citation Formats

M. Dicleli, “Seismic Retrofitting of Reinforced Concrete Buildings using Eccentric Link-Bracing System,” 2012, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/83555.