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结构震害指数研究评述
引用本文:郭子雄,刘阳,杨勇.结构震害指数研究评述[J].地震工程与工程振动,2004,24(5):56-61.
作者姓名:郭子雄  刘阳  杨勇
作者单位:华侨大学,土木工程系,福建,泉州,362021;华侨大学,土木工程系,福建,泉州,362021;华侨大学,土木工程系,福建,泉州,362021
基金项目:福建省自然科学基金项目(E0410024)
摘    要:结构震害指数是评价某个结构或构件在受到地震作用后的破坏状态的无量纲指数,是人们在地震后对受损建筑做出处理决策的重要理论依据。对国际上较常用的震害指数计算模型进行了简要介绍和评述,分析了这些模型的优缺点,在此基础上提出震害指数今后研究的发展方向和建议。

关 键 词:震害指数  累积损伤  变形  滞回耗能
文章编号:1000-1301(2004)05-0056-06

State-of-the-art of seismic damage index of structures
Guo Zixiong,Liu Yang,Yang Yong.State-of-the-art of seismic damage index of structures[J].Earthquake Engineering and Engineering Vibration,2004,24(5):56-61.
Authors:Guo Zixiong  Liu Yang  Yang Yong
Abstract:The state-of-the-art of the research on seismic damage index in home and abroad is presented in this paper. Several kinds of seismic damage index models are reviewed and their advantages and disadvantages are analyzed and compared. Based on this, the existing problems on the research of seismic damage index and some suggestions for the future research are pointed out.
Keywords:seismic damage index  cumulative damage  deformation  hysteretic dissipated energy
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