[1]黄婷婷,郭子雄,刘阳,等.震损可原位修复组合柱抗震性能[J].华侨大学学报(自然科学版),2016,37(6):686-690.[doi:10.11830/ISSN.1000-5013.201606006]
　HUANG Tingting,GUO Zixiong,LIU Yang,et al.Study on Seismic Behavior ofRepairable-on-Site Composite Column[J].Journal of Huaqiao University(Natural Science),2016,37(6):686-690.[doi:10.11830/ISSN.1000-5013.201606006]
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震损可原位修复组合柱抗震性能()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第37卷
期数:
2016年第6期
页码:
686-690
栏目:
出版日期:
2016-11-20

文章信息/Info

Title:
Study on Seismic Behavior ofRepairable-on-Site Composite Column
文章编号:
1000-5013(2016)06-0686-05
作者:
黄婷婷1;  郭子雄1; 2;  刘阳1; 2;  黄群贤1; 2;  吕英婷1
1. 华侨大学 土木工程学院, 福建 厦门 361021;2. 福建省结构工程与防灾重点实验室, 福建 厦门 361021
Author(s):
HUANG Tingting1;  GUO Zixiong1; 2;  LIU Yang1; 2;  HUANG Qunxian1; 2;  LYU Yingting1
1. College of Civil Engineering, Huaqiao University, Xiamen 361021, China; 2. Key Laboratory for Structural Engineering and Disaster Prevention of Fujian Province, Xiamen 361021, China
关键词:
组合柱;  性能可恢复;  原位修复;  抗震性能;  有限元分析
Keywords:
composite column;  performance recovery;  repairable-on-site;  seismic behavior;  finite element analysis
分类号:
TU398
DOI:
10.11830/ISSN.1000-5013.201606006
文献标志码:
A
摘要:
采用ABAQUS建立新型组合柱的有限元模型,对组合柱低周往复荷载作用下的全过程进行数值仿真,分析新型组合柱的受力机理.研究表明:按照“强柱弱阻尼”理念合理设计的新型组合柱具有良好的抗震性能;大位移角下塑性变形集中于软钢阻尼器,能有效地控制结构的损伤部位,并实现震后的快速原位修复.
Abstract:
The finite element analysis model of the composite column was established with ABAQUS, and the whole process of mechanical behavior was simulated under low cyclic loading. The result indicates that the proposed composite column with strong column-weak damping performed owns favorable seismic behavior, the plastic deformation is concentrated on the mild steel damper under large displacement angle, which can effectively control the damage position of structures. The rapid repairable-on-site can be conducted after earthquake.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期: 2015-12-09
通信作者: 刘阳(1982-),男,副教授,博士,主要从事钢-混凝土组合结构的研究.E-mail:lyliuyang@hqu.edu.cn.
基金项目: 国家自然科学基金资助项目(51378228, 51578254); 福建省自然科学基金资助项目(2013J01197)
更新日期/Last Update: 2016-11-20