[1]冉红东,郝麒麟,苏明周.高强组合钢K型偏心支撑框架恢复力模型[J].西安建筑科技大学学报:自然科学版,2013,45(05):627-632.[doi:10.15986/j.1006-7930.2013.05.004]
 RAN Hong-dong,HAO Qi-lin,SU Ming-zhou.Restoring force model of high strength combination steel K-EBF[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2013,45(05):627-632.[doi:10.15986/j.1006-7930.2013.05.004]
点击复制

高强组合钢K型偏心支撑框架恢复力模型()
分享到:

西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
45
期数:
2013年05期
页码:
627-632
栏目:
出版日期:
2013-10-31

文章信息/Info

Title:
Restoring force model of high strength combination steel K-EBF
文章编号:
1006-7930(2013)05-0627-06
作者:
冉红东12郝麒麟1苏明周12
(1.西安建筑科技大学土木工程学院,陕西 西安 710055; 2.西部建筑科技国家重点实验室 筹 , 陕西 西安 710055)
Author(s):
RAN Hong-dong12HAO Qi-lin1SU Ming-zhou12
(1.School of Civil Engineering, Xi′an University of Architecture and Technology, Xi′an 710055, China;
2.State Key Laboratory of Architecture Science and Technology in West China(XAUAT),Xi′an 710055,China)
关键词:
高强钢组合K型偏心支撑恢复力模型
Keywords:
high strength steel combination EBF restoring force model
分类号:
TU 392.5
DOI:
10.15986/j.1006-7930.2013.05.004
文献标志码:
A
摘要:
通过对K型高强组合钢偏心支撑的有限元分析,得出结构的滞回曲线,从而得到结构的骨架曲线,以及退化刚度,最后给出结构的恢复力模型.最后,进行了骨架曲线模型和有限元分析得到的骨架曲线的对比, 并且通过另外两种不同强度钢材组合的偏心支撑支撑对此恢复力模型进行了验证,结果表明,得到的恢复力模型可以良好的表达K型高强组合钢偏心支撑的初始刚度,各个阶段的刚度退化等特征.
Abstract:
Based on the finite analysis of the EBF, the hysteretic curve, skeleton curve and deteriorating stiffness curve of high strength combination steel structure obtained, and the restoring force model was derived as well. Comparing the restoring force model with the skeleton curve result in the finite analysis, the author proved this restoring force model by using two other EBF. The results showed that the storing force model in this paper could express the feature of the K-EBF excellently

参考文献/References:

[1] 朱伯龙. 结构抗震试验[M]. 北京: 地震出版社,1989:141.
ZHU Bo-long.Seismic Test[M].Beijing:Seismological Press,1989:141.
[2] 姚谦峰. 地震工程[M]. 北京: 中国建筑工业出版社,2001:198.
YAO Qian-feng.Earthquake Engineering[M].Beijing:China BuildingIndustry Press,2001:198.
[3] 郭子雄, 吕西林. 高轴压比框架柱恢复力模型试验研究[J]. 土木工程学报,2004,37(5):32-38.
GUO Zi-xiong,LV Xi-lin.Framecolumns with highaxialcompressionration ofrestoringforce modeltest[J].CivilEngineering,2004,37(5):32-38.
[4] 张国军. 高强混凝土框架柱的恢复力模型研究[J]. 工程力学,2007,24(3):83-90.
ZHANG Guo-jun.High-strengthconcreteframecolumnsrestoringforce model [J].Engineering Mechanics, 2007,24(3):83-90.
[5] 肖 峰. 钢筋混凝土深梁填充钢框架恢复力模型及非线性行为研究[D]. 西安: 长安大学,2009.
XIAO Feng.Reinforcedconcrete deep beamsteelframefilledrestoringforce modeland nonlinear behaviorof [D].Xi′an: Changan University, 2009.
[6] 余建英, 何旭宏. 数据统计分析与 SPSS 应用 [M]. 北京: 人民邮电出版社,2003:191.
YUJian-ying, HE Xu-hong.SPSSstatistical analysis and application [M].Beijing: Peoples Posts and Telecom-munications Press, 2003:191.
[7] 刘 伟, 卞延彬. 偏心支撑钢框架抗震性能的试验研究[J]. 高层钢结构,2003,18(68):27-30.
LIU Wei, BIAN Yan-bin.Eccentrically braced steelframes Experimental study on seismic performance [J].TallSteel, 2003,18 (68):27-30.
[8] 中华人民共和国住建部,JGJ 99-98 高层民用建筑钢结构技术规程[S]. 北京: 中国建筑工业出版社,1998.
Ministryof Housingand Uran-Rural Developmentofthe Peoples Republicof China, JGJ99-98Steel Tall BuildingsTechnical Specification [S].Beijing: China BuildingIndustry Press, 1998.
[9] 中华人民共和国住建部,GB50011-2010 建筑抗震设计规范[S]. 北京: 中国建筑工业出版社,2010.
Ministryof Housingand Uran-Rural Developmentofthe Peoples Republicof China,GB50011-2010Seismic Designof Buildings [S].Beijing: China BuildingIndustry Press, 2010.
[10] ECCS Technical Committee 1-Structural Safety and Loadings, Technical Working Group 1.3 -Seismic Design[C].//Recommended Testing Procedure for Assessing the Behavior of Structural Steel Elements under CyclicLoads ,Brussels (Belgium ):ECCS ,1986.
[11] 吴英华. 钢支撑框架抗侧性能试验研究及有限元分析 [D]. 武汉: 武汉理工大学,2003.
WU Ying-hua.Lateralsteelsupportframe Experimental studyandfinite element analysis [D].Wuhan: WuhanUniversityof Technology, 2003.

相似文献/References:

[1]段留省,苏明周.高强钢组合K形偏心支撑钢框架抗震性能分析[J].西安建筑科技大学学报:自然科学版,2015,47(01):46.[doi:10.15986/j.1006-7930.2015.01.009]
 DUAN Liusheng,SU Mingzhou.Seismic behavior analysis of high strength steel composite K-type eccentrically braced frames[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2015,47(05):46.[doi:10.15986/j.1006-7930.2015.01.009]
[2]连 鸣,苏明周,郭 艳.高强钢组合K型偏心支撑框架耗能梁段长度研究[J].西安建筑科技大学学报:自然科学版,2014,46(02):217.[doi:10.15986/j.1006-7930.2004.02.012]
 LIAN Ming,SU Mingzhou,GUO Yan.Study on the performance of link beam of high strength steel K-type eccentrically braced frame[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2014,46(05):217.[doi:10.15986/j.1006-7930.2004.02.012]
[3]苏明周,李亚兰.基于IDA 方法的高强钢组合Y型偏心支撑框架的结构影响系数研究[J].西安建筑科技大学学报:自然科学版,2014,46(05):635.[doi:10.15986/j.1006-7930.2004.05.004]
 SU Mingzhou,LI Yalan.Study on structural behavior factor of high strength steel composite Y-typeeccentrically braced frame based on incremental dynamic analysis[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2014,46(05):635.[doi:10.15986/j.1006-7930.2004.05.004]
[4]连 鸣,苏明周,王 喆.形高强钢组合偏心支撑框架结构恢复力模型研究[J].西安建筑科技大学学报:自然科学版,2015,47(05):684.[doi:DOI:10.15986/j.1006-7930.2015.05.013Y]
 LIAN Ming,SU Mingzhou,WANG Zhe.Restoring force model of high strength steel composite[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2015,47(05):684.[doi:DOI:10.15986/j.1006-7930.2015.05.013Y]
[5]段留省,周天华,苏明周,等.高强钢板 - 螺栓连接副抗拉性能试验研究[J].西安建筑科技大学学报:自然科学版,2019,51(05):704.[doi:10.15986/j.1006-7930.2019.010.014]
 DUAN Liusheng,ZHOU Tianhua,SU Mingzhou,et al.Study on the tensile performance of high strength steel plate-bolt assemblies[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2019,51(05):704.[doi:10.15986/j.1006-7930.2019.010.014]
[6]连鸣,周玉浩,李浩翔.基于性能的含可更换耗能梁段高强钢框筒结构抗震性能研究[J].西安建筑科技大学学报:自然科学版,2024,56(01):65.[doi:10.15986/j.1006-7930.2024.01.009]
 LIAN Ming,ZHOU Yuhao,LI HaoXiang.Seismic performance of high-strength steel framedtube structures with replaceable shear links based on performance design[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2024,56(05):65.[doi:10.15986/j.1006-7930.2024.01.009]

备注/Memo

备注/Memo:
收稿日期:2013-02-04 修改稿日期:2013-09-03
基金项目:国家自然科学基金资助项目(51178382)
作者简介:冉红东(1977-),男,陕西长安人,副教授,博士,主要从事新型钢结构体系抗震研究.
更新日期/Last Update: 2015-10-05