Home > Published Issues > 2020 > Volume 9, No. 1, February 2020 >

Seismic Retrofitting of Reinforced Concrete Structures under Different Retrofitting Schemes

Archana T. Kandy, Gul Jokhio, and Abid Abu-Tair
The British University in Dubai, Dubai, UAE

Abstract—The buildings that were designed and constructed according to old codes may not satisfy the requirements of the presently used seismic codes and design practices. Therefore, it is crucial to reassess these buildings. Buildings, which were damaged in past earthquakes or the existing buildings which are deficient at resisting seismic forces need to be retrofitted for better performance. Seismic evaluation is a necessary step before the retrofitting procedure to identify the most vulnerable components of a building during an expected earthquake. The seismic rehabilitation process aims to correct these deficiencies by increasing strength, stiffness or deformation capacity, and improving connections. The present study deals with the seismic retrofitting of two structures located in diverse seismic zones i.e. New Delhi and Mexico City. Each structure was retrofitted under two different schemes and the results were compared to identify the better method of retrofitting. 

Index Terms—seismic damage, retrofitting, reinforced concrete

Cite: Archana T. Kandy, Gul Jokhio, and Abid Abu-Tair, "Seismic Retrofitting of Reinforced Concrete Structures under Different Retrofitting Schemes," International Journal of Structural and Civil Engineering Research, Vol. 9, No. 1, pp. 10-18, February 2020. doi: 10.18178/ijscer.9.1.10-18

Copyright © 2020 by the authors. This is an open access article distributed under the Creative Commons Attribution License (CC BY-NC-ND 4.0), which permits use, distribution and reproduction in any medium, provided that the article is properly cited, the use is non-commercial and no modifications or adaptations are made.