[1]冉红东,赵道程,梁文龙,等.延性交错桁架钢框架双槽钢组合H型截面弦杆恢复力模型研究[J].西安建筑科技大学学报(自然科学版),2017,49(01):56-63.[doi:10.15986/j.1006-7930.2017.01.009]
　RAN Hongdong,ZHAO Daocheng,LIANG Wenlong,et al.Study on restoring force model of steel double-channel built-up chords of special staggered truss steel frame structure[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2017,49(01):56-63.[doi:10.15986/j.1006-7930.2017.01.009]
点击复制

延性交错桁架钢框架双槽钢组合H型截面弦杆恢复力模型研究()
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:
49
期数:
2017年01期
页码:
56-63
栏目:
出版日期:
2017-03-03

文章信息/Info

Title:
Study on restoring force model of steel double-channel built-up chords of special staggered truss steel frame structure
文章编号:
1006-7930(2017)01-0056-08
作者:
冉红东1; 2; 赵道程1; 梁文龙1; 许世界1
(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)
Author(s):
RAN Hongdong 1; 2;  ZHAO Daocheng 1;  LIANG Wenlong 1;  XV Shijie 1
(1. School of Civil Engineering, Xian Univ. of a rch. & Tech, Xian 710055, China ; 2. State Key Laboratory of Architecture Science and Technology in West China, Xian 710055, China)
关键词:
延性交错桁架; 双槽钢组合H型截面; 滞回曲线; 骨架曲线; 恢复力模型
Keywords:
special staggered truss;  double-channel built-up members;  hysteretic curves;  skeleton curves;  restoring force model
分类号:
TU391
DOI:
10.15986/j.1006-7930.2017.01.009
文献标志码:
A
摘要:
为了建立延性交错桁架钢框架双槽钢组合H型截面弦杆的恢复力模型，对8个双槽钢组合H型截面足尺试件进行往复弯曲下的滞回性能试验．试验参数包括填板间距、侧向支撑设置、加劲肋设置．研究了双槽钢组合H型截面构件在往复弯曲下的滞回曲线、骨架曲线、刚度退化规律．试验结果表明，减小填板间距、在塑性铰处设置侧向支撑，可以限制构件发生单肢失稳及整体弯扭失稳；在此前提下，塑性铰区域设置加劲肋可确保构件发生屈服耗能，提高构件的滞回耗能能力．基于试件SJ6~SJ8的试验数据，采用回归分析的方法建立延性交错桁架钢框架双槽钢组合H型截面弦杆的恢复力模型．对比分析表明，该模型的计算结果与试验结果吻合良好，可用于结构的弹塑性分析．
Abstract:
In order to set up the restoring force model of steel double-channel built-up chords of the special staggered truss steel frame structure, the quasi-static tests on eight full-scale double-channel built-up members under cyclic bending were conducted. The main parameters consist of stitch spacing, lateral support settings and stiffeners settings. The hysteretic curves, skeleton curves and the law of stiffness deterioration of double-channel built-up members under cyclic bending were obtained. Experimental results indicate d that the reduction in stitch spacing and the lateral support adjacent to the plastic hinge c ould prevent the lateral-torsional buckling of the individual channel and the entire member . The stiffeners located at the plastic hinge region could assure members yield and dissipate energy firstly instead of buckling, performing good seismic behavior. Based on the experimental data of Specimens 6-8, the restoring force model of the members was built through regression analysis method. Comparison analysis showed that the model calculating results and experimental results were in good agreement, and c ould be used for elastoplastic analysis of special staggered truss frame structure.

参考文献/References:

[1] 冉红东,苏明周,胡天兵,等. 循环荷载作用下混合式钢交错桁架结构的滞回性能试验研究[J]. 土木工程学报, 2009,42(11):55-63.

RAN Hongdon g, SU Mingzhou, HU Tianbing, et al. An experimental study on the hysteretic behavior of composite steel staggered tru ss structures under cyclic load[J]. China Civil Engineering Journal, 2009, 42(11):55-63.

[2] 陈向荣,宗智芳,冉红东. 基于能量平衡的延性交错桁架塑性设计方法[J]. 地震工程与工程振动, 2015,35（4）:236-243.

CHEN Xiangrong, Z ONG Zhifang, R AN Hongdong. Plastic design of special staggered truss based on energy balance[J]. Earthquake engineering and engineering dynamics, 2015: 236-243.

[3] 薛鹏. 延性交错桁架体系抗震设计方法研究[D]. 西安：西安建筑科技大学, 2013:19-41.

XUE Peng. Study on the seismic design method of the staggered truss framing systems[D]. Xi’an：Xi’an University of Architecture and Technology, 2013：19-41.

[4] CECS323：2012 交错桁架钢框架结构技术规程[S]. 北京：中国建筑工业出版社, 2012.

CECS323：2012 Technical specification for staggered truss steel framing system[S]. Beijing ：China Architecture & Building Press, 2012.

[5] 沈聚敏,周锡元,高小旺,等. 抗震工程学[M]. 中国建筑工业出版社, 2000: 164-177.

SHEN Jumin, ZHOU Xiyuan, GAO Xiaowang, et al. Asismic Engineering[M]. China Architecture & Building Press, 2000:164-177.

[6] 胡立黎,郑宏,肖峰. 钢筋混凝土深梁填充钢框架的恢复力模型[J]. 土木工程学报, 2010(9):49-54.

HU Lili , ZHENG Hong, XIAO Feng. Restoring force model of steel frames infilled with the reinforced concrete deep beam[J]. China Civil Engineering Journal, 2010, 43(4): 49-54.

[7] 郭子雄,杨勇. 恢复力模型研究现状及存在问题[J]. 世界地震工程, 2004, 20(4):47-51.

GUO Zixiong, YANG Yong. State-of-the-art of restoring model for RC structures[J]. Earthquake engineering and engineering dynamics, 2004, 20(4):47-51.

[8] 宋安良,苏明周,王振山,等. 新型混合联肢墙节点恢复力模型试验研究[J]. 建筑结构, 2015, 45(3):21-26.

SONG Anliang, SU Mingzhou, WANG Zhenshan, et al. Experimental study on restoring force model of connection in innovative hybrid coupled wall system[J]. Building Structure, 2015, 45(3):21-26.

[9] GB50011-2010 建筑抗震设计规范[S]. 北京：中国建筑工业出版社, 2010.

GB50010-2010 Code for seismic design of buildings[S]. Beijing：China Architecture & Building Press, 2010.

[9] 中国建筑科学研究院. 建筑抗震设计规范：GB50011-2010[S]. 北京：中国建筑工业出版社, 2010.

China Academy of Building Research. Code for seismic design of buildings ：GB50010-2010[S]. Beijing：China Architecture & Building Press, 2010.

[10] 中华人民共和国建设部. 建筑抗震试验方法规程:JGJ101-1996[S]. 北京: 中国建筑工业出版社, 1997. 


Ministry of Construction of the P. R. C. Specification of testing methods for earthquake resistant building: JGJ101-1996[S]. Beijing: China Architecture & Building Press, 1997.

备注/Memo

备注/Memo:
基金项目：国家自然科学基金青年科学基金项目（51208412）；陕西省教育厅重点实验室项目（15JS049）;
收稿日期：2016-04-27 修改稿日期：2016-12-28
作者简介：冉红东（1977－），男，博士，副教授，主要研究钢结构稳定与抗震．E-mail: ranhd@163.com
更新日期/Last Update: 2017-03-16