Seismic retrofitting of reinforced concrete buildings using steel panel with ductile shear link for energy dissipation



Seismic Retrofitting of Reinforced Concrete Buildings using Eccentric Link-Bracing System
Dicleli, Murat (null; 2012-09-24)
Seismic retrofitting of RC buildings using energy dissipating shear link
Dicleli, Murat (null; 2018-09-28)
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...
Seismic Retrofit of Deficient RC Structures with Internal Steel Frames
ÖZÇELİK, RAMAZAN; Akpinar, Ugur; Binici, Barış (2011-12-01)
This paper describes an experimental study on internal steel frames (ISFs) to retrofit seismically deficient reinforced concrete (RC) frames. One reference and six strengthened frame specimens were tested under constant gravity load and cyclic lateral displacement excursions. Installation of the ISF with and without anchors to the RC frame was examined. Test results showed that the snug tight ISF installed inside an RC frame may suffice to realize the benefit of implementing ISFs. If the horizontal shear st...
Seismic strengthening of rectangular reinforced concrete columns using fiber reinforced polymers
ÖZCAN, OKAN; Binici, Barış; Ozcebe, Guney (2010-04-01)
In recent years, fiber-reinforced polymers have been widely utilized to improve the seismic performance of deficient RC columns. In this study, the flexural behavior of CFRP strengthened rectangular RC columns with plain bars and insufficient confining steel was investigated Five specimens, representing a typical deficient building column with poor transverse reinforcement detailing and low concrete strength, were tested under cyclic displacement excursions and constant axial load. The beneficial effect of ...
Citation Formats
M. Dicleli, “Seismic retrofitting of reinforced concrete buildings using steel panel with ductile shear link for energy dissipation,” 2016, Accessed: 00, 2021. [Online]. Available: