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

H. Abass, H. Jarallah
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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. 
现有建筑的抗震评估与改造——最新研究进展
在本研究中,回顾了以往有关既有建筑的抗震评估和改造的研究。近年来,人们进行了大量的研究,以确定建筑物在地震事件中的性能。基于性能的抗震设计是钢筋混凝土建筑抗震设计的一种现代方法。基于性能的建筑结构设计需要严格的非线性静力分析。一般来说,非线性静力分析或推覆分析是基于性能的设计的有效工具。推复分析是1970年以后开始实施的。在地震事件中,采用非线性静力分析或推覆分析来分析重力荷载和单调增加的侧向力作用下的建筑物。对这些建筑进行评估,直到达到目标位移。推覆分析可以更好地理解建筑物的抗震性能,也可以追踪建筑物结构部件的损伤和失效的进展。
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