[1]张进国,王洋,徐龙军.基于性态设计的钢筋混凝土结构地震易损性分析[J].哈尔滨工程大学学报,2018,39(10):1598-1604.[doi:10.11990/jheu.201607032]
 ZHANG Jinguo,WANG Yang,XU Longjun.Seismic fragility analysis of RC frame structure based on performance design[J].hebgcdxxb,2018,39(10):1598-1604.[doi:10.11990/jheu.201607032]
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基于性态设计的钢筋混凝土结构地震易损性分析(/HTML)
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《哈尔滨工程大学学报》[ISSN:1006-6977/CN:61-1281/TN]

卷:
39
期数:
2018年10期
页码:
1598-1604
栏目:
出版日期:
2018-10-05

文章信息/Info

Title:
Seismic fragility analysis of RC frame structure based on performance design
作者:
张进国 王洋 徐龙军
哈尔滨工业大学(威海) 土木工程系, 山东 威海 264209
Author(s):
ZHANG Jinguo WANG Yang XU Longjun
Department of Civil Engineering, Harbin Institute of Technology, Weihai 264209, China
关键词:
性态设计抗震性能规范对比地震易损性框架结构钢筋混凝土
分类号:
P315.9;TU318;TU375
DOI:
10.11990/jheu.201607032
文献标志码:
A
摘要:
为了进一步验证性态抗震设计与现行抗震设计结构的抗震性能,本文在对比《建筑工程抗震性态设计通则》和现行《建筑抗震设计规范》相关条文规定的基础上,分别按照两种规范(通则)设计2层、4层、6层共计6个钢筋混凝土框架结构,基于双线性需求模型及贝叶斯理论进行不同层高结构的地震易损性分析,从概率的角度定量描述两者在实际抗震性能方面的差异。结果表明:进行性态设计的框架结构在地震作用下,结构反应的离散性更小,抗震性能更为稳定;此类结构发生严重破坏的概率水平较低,并以抗倒塌性能差异最为显著。

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2016-07-05。
基金项目:国家自然科学基金资助项目(51678208);山东省科技发展计划资助项目(2014GSF122001);山东省蓝色经济区工程建设与安全协同创新中心资助.
作者简介:张进国(1963-),男,教授;徐龙军(1976-),男,教授,博士生导师.
通讯作者:徐龙军,E-mail:xulongjun80@163.com.
更新日期/Last Update: 2018-10-10