Seismic Evaluation and Retrofitting of an Existing Buildings-State of the Art

Authors

  • Haider Ali Abass Mustansiriyah University
  • Husain Khalaf Jarallah Department of Civil Engineering, Al-Mustansiriyah University, Baghdad.

DOI:

https://doi.org/10.29194/NJES.24010052

Keywords:

Seismic Evaluation, Pushover Analysis, Seismic Retrofitting, Performance Based Design

Abstract

In this study, previous researches were reviewed in relation to the seismic evaluation and retrofitting of an existing building. In recent years, a considerable number of researches has been undertaken to determine the performance of buildings during the seismic events. Performance based seismic design is a modern approach to earthquake resistant design of reinforcement concrete buildings. Performance based design of building structures requires rigorous non-linear static analysis. In general, nonlinear static analysis or pushover analysis was conducted as an efficient instrument for performance-based design. Pushover analysis came into practice after 1970 year.  During the seismic event, a nonlinear static analysis or pushover analysis is used to analyze building under gravity loads and monotonically increasing lateral forces. These building were evaluated until a target displacement reached. Pushover analysis provides a better understanding of buildings seismic performance, also it traces the progression of damage and failure of structural components of buildings. 

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Published

07-07-2021

How to Cite

[1]
H. A. Abass and H. K. Jarallah, “Seismic Evaluation and Retrofitting of an Existing Buildings-State of the Art”, NJES, vol. 24, no. 1, pp. 52–75, Jul. 2021, doi: 10.29194/NJES.24010052.

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