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RC框架结构地震易损性分析方法研究进展
引用本文:刘洪波,佟瑶,蒋垚俊,丁嘉铭,张晶.RC框架结构地震易损性分析方法研究进展[J].世界地震工程,2020,0(3):141-150.
作者姓名:刘洪波  佟瑶  蒋垚俊  丁嘉铭  张晶
作者单位:黑龙江大学建筑工程学院,哈尔滨150080;中国地震局工程力学研究所,中国地震局地震工程与工程振动重点实验室,哈尔滨150080;黑龙江大学建筑工程学院,哈尔滨150080
基金项目:中国地震局工程力学研究所基本科研业务费专项;国家自然科学基金;中央高校基本科研业务费专项
摘    要:21世纪我国经济急速发展,人口也急剧增长,这也使得地震对人类生命和财产安全造成的威胁更大,结构抗震研究需求日益增加。地震易损性分析技术对于结构破坏和损失预测都有着非同一般的应用价值,因此受到了国内外土木工程抗震界的广泛关注和研究。首先介绍了地震易损性分析的基本概念,具体地论述了用于地震易损性分析的三种方法,同时总结出此三种方法各自的优缺点;其次以RC框架结构为例论述了国内外地震易损性分析领域的研究发展,从上个世纪90年代开始进行了系统的梳理和分析。说明了地震易损性分析在研究过程中由于不确定性的存在而导致对分析结果准确度的影响;最后指出要想得到更接近于真实的易损性分析结果,还需考量易损性分析中的不确定参数,揭示了地震易损性分析研究领域所面临的挑战。

关 键 词:RC框架结构  地震易损性  抗震性能  数值模拟

Recent development of seismic fragility analysis methods for RC frame structures
LIU Hongbo,' target="_blank" rel="external">,TONG Yao,JIANG Yaojun,DING Jiaming,ZHANG Jing.Recent development of seismic fragility analysis methods for RC frame structures[J].World Information On Earthquake Engineering,2020,0(3):141-150.
Authors:LIU Hongbo  " target="_blank">' target="_blank" rel="external">  TONG Yao  JIANG Yaojun  DING Jiaming  ZHANG Jing
Institution:1. School of Civil Engineering and Architecture, Heilongjiang University, Harbin 150080, China;2. Institute of Engineering Mechanics, China Earthquake Administration;Key Laboratory of Earthquake Engineering and Engineering Vibration of China Earthquake Administration, Harbin 150080, China
Abstract:In the 21st century, with the rapid development of China’s economy and the rapid growth of population, the threat of earthquake to human life and property security becomes greater, and the demand for seismic research is increasing. Seismic fragility analysis technology is of great application for structural damage and loss prediction, so it has been widely concerned and studied by civil engineering seismic research communities. This paper first introduces the concept of seismic fragility analysis, then specifically discusses three methods for seismic fragility analysis and summarizes their advantages and disadvantages. Taking RC frame structure as an example, this paper discusses the research on seismic fragility analysis at home and abroad, and makes a systematic review since 1990s. This paper explains the influences on the accuracy of the analysis results due to the existence of uncertainties in the calculation process. Finally, in order to get more close results to the real fragility analysis results, it is necessary to consider the uncertain parameters in the fragility analysis, and the challenges faced in this research field are revealed.
Keywords:RC frame structure  earthquake vulnerability  seismic performance  numerical simulation
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