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损伤结构弹塑性抗震性能分析及评价
引用本文:王全凤,黄庆丰.损伤结构弹塑性抗震性能分析及评价[J].华侨大学学报(自然科学版),2009,30(1).
作者姓名:王全凤  黄庆丰
作者单位:华侨大学,土木工程学院,福建,泉州,362021
摘    要:综述结构弹塑性动力响应分析的方法、理论模型, 以及地震作用下钢筋混凝土结构破坏准则.在分析结构弹塑性动力分析及其评价存在问题的基础上,提出其动力分析及评价关键技术.根据结构滞回运动中损伤退化累积释放弹性能与累积塑性变形能的关系,导出累积释放弹性能位移关系函数.介绍以累积释放弹性能指标建立结构损伤程度评价模型、结构延性评价模型及相应的结构破坏准则新思路,并应用于解决结构基础隔震、减振耗能、振动控制和与非线性振动有关的工程问题.

关 键 词:损伤结构  弹塑性振动  累积释放弹性能  性能分析  时程分析

Elasto-Plastic Performance of Damaged Structures and Its Evaluation
WANG Quan-feng,HUANG Qing-feng.Elasto-Plastic Performance of Damaged Structures and Its Evaluation[J].Journal of Huaqiao University(Natural Science),2009,30(1).
Authors:WANG Quan-feng  HUANG Qing-feng
Institution:College of Civil Engineering;Huaqiao University;Quanzhou 362021;China
Abstract:The elasto-plastic dynamic analysis methods,theoretical models of structures and failure criterion of reinforced concrete structures under earthquake are reviewed.Based on some problems of elasto-plastic dynamic analysis of structures and evaluation of damaged structures,the key techniques of elasto-plastic dynamic analysis and its evaluation are presented.According to the relationship between the cumulative emission of elastic energy during damage degradation and the cumulative plastic energy in the hyster...
Keywords:damaged structures  elasto-plastic vibration  cumulative emission of elastic energy  perform evaluation  time history analysis  
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