Open AccessSeismic Evaluation and Retrofitting of an Existing Buildings-State of the Art
Author(s) -
Haider A. Abass,
Husain Khalaf Jarallah
Publication year - 2021
Publication title -
mağallaẗ al-nahrayn li-l-ʿulūm al-handasiyyaẗ
Language(s) - English
Resource type - Journals
eISSN - 2521-9162
pISSN - 2521-9154
DOI - 10.29194/njes.24010052
Subject(s) - retrofitting , seismic retrofit , structural engineering , incremental dynamic analysis , seismic analysis , engineering , displacement (psychology) , nonlinear system , civil engineering , computer science , reinforced concrete , psychology , physics , quantum mechanics , psychotherapist
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.