[1]王先铁,郝际平,申宇杰,等.平板柱脚对钢柱转动约束性能的试验研究[J].西安建筑科技大学学报:自然科学版,2013,45(03):361-366.[doi:10.15986/j.1006-7930.2013.03.010]
 WANG Xian-tie,HAO Ji-ping,SHEN Yu-jie,et al.Experimental research on rotational constraints of plated column base to steel column[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2013,45(03):361-366.[doi:10.15986/j.1006-7930.2013.03.010]
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平板柱脚对钢柱转动约束性能的试验研究()
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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:
45
期数:
2013年03期
页码:
361-366
栏目:
出版日期:
2013-06-30

文章信息/Info

Title:
Experimental research on rotational constraints of plated column base to steel column
文章编号:
1006-7930(2013)03-0361-06
作者:
王先铁郝际平申宇杰罗古秋
(西安建筑科技大学土木工程学院,陕西 西安 710055)
Author(s):
WANG Xian-tie HAO Ji-ping SHEN Yu-jie LUO Gu-qiu
(School of Civil Engineering, Xian Univ. of Arch.& Tech., Xian 710055,China)
关键词:
平板柱脚约束试验研究转动刚度计算长度系数
Keywords:
plated column base restraint experimental research rotational stiffness effective length factor
分类号:
TU 311.2
DOI:
10.15986/j.1006-7930.2013.03.010
文献标志码:
A
摘要:
对于平板柱脚轴心受压柱,《钢结构设计规范》将柱脚当作铰接看待,不考虑其转动约束作用.研究表明,钢结构平板柱脚具有较大的转动刚度.为研究钢结构平板柱脚对钢柱的转动约束作用,对10个采用平板柱脚的H型钢柱进行了试验研究,分析了锚栓数量、底板厚度及柱子长细比等因素对柱脚转动约束性能的影响,得到了柱脚弯矩-转角曲线和柱脚转动刚度.提出了平板柱脚转动刚度计算公式,得出了柱子计算长度系数的近似计算公式
Abstract:
In the Code for Design of Steel Structures, the plated column base of steel column is considered as ideal hinged constraint, but the rotational restraint of the column base is not. The research results show that the plated column base of steel column has considerable rotational constraint. To research the rotational constraint of column base, experimental research was conducted for 10H-section columns with plated column bases of steel column. The moment-rotation curves of the column bases, the rotational rigidity of the plated column bases were obtained. The formulas of the rotational rigidity of the plated column base of steel column were proposed according to the experimental results, and the approximate formula of the effective length factor was obtained

参考文献/References:

[1] GB50017-2003. 钢结构设计规范[S]. 北京: 中国计划出版社,2003.
GB50017-2003.Codefor designofsteelstructures [S].Beijing:China Planning Press, 2003.
[2] 申宇杰. 平板柱脚对轴压柱转动约束的研究[D], 西安: 西安建筑科技大学,2011.
SHEN Yu-jie.Study on rotational constraints of plated column baseto axiallyloaded column [D].Xi′an: Xi′anUniv.of Arch.& Tech. ,2011.
[3] GB/T50081-2002 普通混凝土力学性能试验方法标准[S]. 北京: 中国建筑工业出版社, 2003.
GB/T50081-2002Standardfortest methodof mechanicalpropertiesonordinaryconcrete [S].Beijing: China Archi-tectare% Building Press, 2003.
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CHEN Shao-fan,Rotationalstiffness of plated column base and effectivelength of columns[J].Progress in steelbuildingstructures, 2009, 11(1):1-8.
[5] GALAMBOS T V.Influenceofpartialbasefixityonframestability[J].J.struct.Div,P.1960,84(ST5):85-108.
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CHEN Shao-fan.Principal ofsteelstructure design[M].3rded.Beijing:Science Press,2005.
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备注/Memo

备注/Memo:
收稿日期:2012-12-05 修改稿日期:2013-05-05
基金项目:《钢结构设计规范》修订课题;国家自然科学基金资助项目(51108369);陕西省教育厅专项科研项目(11JK0942)
作者简介:王先铁(1979-),男,湖南常德人,副教授,博士后,主要研究方向为钢管混凝土结构与钢结构.
更新日期/Last Update: 2015-10-05