基于变形和能量双参数损伤的消能摇摆架- 框架结构抗震性能分析
杜永峰1; 祁磊2; 黄小宁2; 乔愉博2
2016
Source Publication工业建筑
ISSN1000-8993
Volume46Issue:10Pages:59-64,88
Abstract为研究消能摇摆架对钢筋混凝土(RC)框架结构的损伤控制作用及其应用于工程抗震加固的可行性,对一栋五层设计有消能摇摆架-框架的RC混凝土框架结构,与设计有屈曲约束支撑加固的消能减震结构、设计有摇摆墙加固的抗震结构和基础隔震结构进行抗震性能对比,通过分析在近场脉冲地震动、近场无脉冲地震动和远场地震动作用下各结构的位移、耗能情况,计算各结构的楼层损伤指数。分析结果表明:消能摇摆架能够有效抑制RC框架结构层间变形发展,减少结构耗能,降低RC框架结构的损伤,可用于结构的抗震加固。
Keyword消能摇摆架 楼层损伤指数 摇摆墙 屈曲约束支撑 隔震结构
Indexed ByCSCD
Language中文
WOS Research AreaConstruction & Building Technology
WOS SubjectCONSTRUCTION BUILDING TECHNOLOGY
CSCD IDCSCD:5833729
Document Type期刊论文
Identifierhttp://ir.lut.edu.cn/handle/2XXMBERH/72095
Collection甘肃省土木工程防灾减灾重点实验室
土木工程学院
Affiliation1.兰州理工大学防震减灾研究所, 西部土木工程防灾减灾教育部工程研究中心, 兰州, 甘肃 730050, 中国
2.兰州理工大学防震减灾研究所, 兰州, 甘肃 730050, 中国
First Author AffilicationKey Laboratory Of Disaster Prevention And Mitigation In Civil Engineering Of Gansu Province
First Signature AffilicationKey Laboratory Of Disaster Prevention And Mitigation In Civil Engineering Of Gansu Province
Recommended Citation
GB/T 7714
杜永峰,祁磊,黄小宁,等. 基于变形和能量双参数损伤的消能摇摆架- 框架结构抗震性能分析[J]. 工业建筑,2016,46(10):59-64,88.
APA 杜永峰,祁磊,黄小宁,&乔愉博.(2016).基于变形和能量双参数损伤的消能摇摆架- 框架结构抗震性能分析.工业建筑,46(10),59-64,88.
MLA 杜永峰,et al."基于变形和能量双参数损伤的消能摇摆架- 框架结构抗震性能分析".工业建筑 46.10(2016):59-64,88.
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