[1]黄奕辉.钢筋混凝土框架结构火灾后的地震分析[J].华侨大学学报(自然科学版),1997,18(4):381-384.[doi:10.11830/ISSN.1000-5013.1997.04.0381]
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钢筋混凝土框架结构火灾后的地震分析()
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《华侨大学学报(自然科学版)》[ISSN:1000-5013/CN:35-1079/N]

卷:
第18卷
期数:
1997年第4期
页码:
381-384
栏目:
出版日期:
1997-10-20

文章信息/Info

作者:
黄奕辉
华侨大学土木工程系
关键词:
钢筋混凝土框架结构 火灾 抗震性能
分类号:
TU323.501
DOI:
10.11830/ISSN.1000-5013.1997.04.0381
摘要:
利用火灾后钢筋混凝土构件的截面弯矩-曲率恢复力骨架曲线特征参数的统计公式,采用结构工程分析中常见的杆系模型,对火灾后钢筋混凝土框架结构进行地震分析.可为灾后结构的整体强度诊断和加固设计奠定基础.

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更新日期/Last Update: 2014-03-22