[1]杨应华,江 微,郭生栋.中空型钢混凝土压弯构件的滞回性能[J].西安建筑科技大学学报:自然科学版,2015,47(03):327-332.[doi:10.15986/j.1006-7930.2015.03.004]
　YANG Yinghua,JIANG Wei,GUO Shengdong.Hysteretic behavior of SRC hollow beam-columns[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2015,47(03):327-332.[doi:10.15986/j.1006-7930.2015.03.004]
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中空型钢混凝土压弯构件的滞回性能()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
47
期数:
2015年03期
页码:
327-332
栏目:
出版日期:
2015-06-30

文章信息/Info

Title:
Hysteretic behavior of SRC hollow beam-columns
文章编号:
1006-7930(2015)03-0327-06
作者:
杨应华; 江 微; 郭生栋
(西安建筑科技大学土木工程学院,陕西 西安 710055)
Author(s):
YANG Yinghua;  JIANG Wei;  GUO Shengdong
( Xian university of architecture and technology, Xi’an 710055, China)
关键词:
中空型钢混凝土柱; 滞回性能; 轴压比; 延性; 非线性数值分析
Keywords:
SRC hollow column;  hysteretic behavior; axial compression ratio;  ductility;  nonlinear finite element analysis
分类号:
TU398.9
DOI:
10.15986/j.1006-7930.2015.03.004
文献标志码:
A
摘要:
中空型钢混凝土柱是一种适于预制装配结构的新型构件．论文应用ABAQUS 有限元对9 个中空型钢混凝土压弯构件的滞回性能进行了参数分析，讨论了轴压比、配箍率和配钢率三个参数对构件承载力、延性及耗能能力的影响．结果表明， 中空型钢混凝土压弯构件具有较好的延性，按现行型钢混凝土规范要求进行设计，基本能满足框架柱的抗震要求．
Abstract:
SRC hollow column is a new type of structural member fitting for prefabricated construction. Employing ABAQUS FEM 9 SRC hollow beam-columns under quasi-static cyclic bending are analyzed considering different parameters such as axial compression ratio, steel ratio and stirrup ratio. The influences of these parameters on the hysteretic behavior of SRC hollow beam-columns are fully discussed. It is shown that SRC hollow beam-columns designed to the current Chinese SRC structural code can basically fulfill the seismic requirements for frame columns.

参考文献/References:

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GUO Shengdong, YANG Yinghua, GUO Zhouzhou. A new type of prefabricated SRC hollow column and splicing structure: China, ZL201320522997. 8[P]. 2014.

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WANG Qiuwei, SHI Qingxuan, JIANG Weishan, et al. Experimental study on seismic behavior of steel reinforced concrete columns with new-type cross sections[J]. Journal of Building Structures, 2013, 34(11): 123-129.

[3] 李俊华, 王新堂, 薛建阳, 等. 低周反复荷载下型钢高强混凝土柱受力性能试验研究[J]. 土木工程学报, 2007, 40(7): 11-18.

LI Junhua, WANG Xintang, XUE Jianyang, et al. Experimental study on the performance of steel reinforced high strength concrete columns under low cyclic reversed loading[J]. China Civil Engineering Journal, 2007, 40(7): 11-18.

[4] JUNICHI Sakai, CHIAKI Matsui, KOUICHI Minami. Earthquake Resistant Properties of Core Steel Composite Column[C]//Proc. 12th World Conf. Earthquake Engineering, Sydney, 2000: 128-134.

[5] EL-TAWIL S, DEIERLEIN G G. Strength and Ductility of Concrete Encased Composite Columns[J]. J. Struct. Eng. 1999, 125(9): 1009–1019.

[6] JGJ138-2001 型钢混凝土组合结构技术规程[S]. 北京: 中国建筑工业出版社, 2001.

JGJ138-2001 Technical specification for steel reinforced concrete composite structures[S]. Beijing: China Architecture & Building Press, 2001.

[7] GB50010-2010 混凝土结构设计规范[S]. 北京: 中国建筑工业出版社, 2010.

GB50010-2010 Code for design of concrete structures[S]. Beijing: China Architecture and Building Press, 2010.

[8] 张素芳. SRC 框架短柱在低周反复荷载作用下的延性[J]. 西南交通大学学报, 1990, 76(2): 112-118.

ZHANG Sufang. The ductility of SRC short columns under low cyclic reversed loading[J]. Journal of Southwest Jiaotong University, 1990, 76(2): 112-118.

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备注/Memo

备注/Memo:
收稿日期：2015-01-26   修改稿日期：2015-05-25
作者简介：杨应华（1965-），男，博士，教授，博士生导师，主要从事钢结构方面的研究．Email：yhyang@xauat.edu.cn
更新日期/Last Update: 2015-09-01