[1]刘少文,郝际平.内摇摆柱-钢框架结构新体系受力性能分析[J].西安建筑科技大学学报:自然科学版,2012,(01):50-54.[doi:10.15986/j.1006-7930.2012.01.008]
 LIU Shao-wen,HAO Ji-ping.The behavior of steel moment frame with interior leaning columns and hinged beams under lateral load[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2012,(01):50-54.[doi:10.15986/j.1006-7930.2012.01.008]
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内摇摆柱-钢框架结构新体系受力性能分析()
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西安建筑科技大学学报:自然科学版[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2012年01期
页码:
50-54
栏目:
出版日期:
2012-02-29

文章信息/Info

Title:
The behavior of steel moment frame with interior leaning columns and hinged beams under lateral load
文章编号:
1006-7930(2012)01-0050-05
作者:
刘少文郝际平
(西安建筑科技大学土木工程学院,陕西 西安 710055)
Author(s):
LIU Shao-wen HAO Ji-ping
(School of Civil Engineering, Xian University of Architecture and Technology, Xian 710055,China)
关键词:
钢结构框架结构摇摆柱铰接梁承载力
Keywords:
steel moment frame leaning column hinged beam ultimate bearing capacity
分类号:
TU359;TU393
DOI:
10.15986/j.1006-7930.2012.01.008
文献标志码:
A
摘要:
提出一种新型的钢框架结构体系,即内摇摆柱-钢框架结构体系.为了研究这种新体系的受力性能,并与普通钢框架体系性能相比较,本文建立了六层的新型结构体系和传统普通钢框架体系的三维非线性有限元模型,分析了在不同类型的侧向荷载作用下结构的变形特征、承载力以及塑性铰分布等受力性能,结果显示本文提出的内摇摆柱-钢框架结构体系具有良好的受力性能,并且新型结构体系构造简单施工方便,采用该体系建筑结构可以获得较好的经济效益
Abstract:
A new structure system that i.e. a multi-storey steel moment frame combined with interior leaning columns and hinged beams(MFCLC)is put forward in this paper. To research the behavior of this structure system under lateral loads, two analytical six-storey steel buildings are designed, an un-braced steel moment frame(MF),and an MFCLC. Three-dimension finite element method is used to analyze the two structural models. Ultimate bearing capacities of the two models subjected to three different distribution types’ lateral loads are studied and compared. The results showed that the new structural system has similar or even better performance than the pure steel moment frames in the case where the volume of the steel is not increased. In addition, as a result of reducing a large number of steel beam-column rigid connections, the MFCLC can reduce the configuration volume of the steel in total beam-column connections. Steel frames with more flexible beam-to-column connections also have many economical and construction advantages over rigid frames

参考文献/References:

[1] 柴 昶,宋曼华.钢结构设计与计算[M].2版.北京:机械工业出版社,2006.
CHAI Chang,SONG Man-hua.Design and caculation of steel structures[M].2nd ed.Beijing:China machine press,2006.
[2] 中国建筑技术研究院.JGJ99-98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,2008.
China academy of building research.JGJ99-98Technical specification for steel structure of tall buildings[S].Beijing:China Architecture and building press,2008.
[3] 陈绍蕃.门式钢框架轻型化的技术措施[J].建筑结构,1998(2):23-26.
CHEN Shao-fan.Technical measures for reducing the weight of steel portal frame[J].Building structrue,1998(2):23-26.
[4] NADER M N,ASTANEH A.Dynamic Behaviour of Flexible,Semirigid and Rigid Steel Frames[J].Journal of
Constructural Steel Researth,1991(18),3:179-192.
[5] NADER M N,ASTANEH A.Shaking table Tests of Rigid,Semirigid and Flexible Steel Frames[J].Journal of Structural Engineering,1996,6:589-596.
[6] Astaneh-Asl A.Demand of Supply of Ductility in Steel Shear Connections.Journal of Constructural Steel Research,1989(14):1-19.
[7] ELNASHAI A S,ELGHAZOULI A Y.Response of semirigid steel frames to cyclic and earthquake loads[J].Journal of Structural Engineering,1998(8):857-867.
[8] KIM S E,LEE D H.Shaking table tests of a two-story unbraced steel frame[J].Journal of Constructional Steel Research,2007(63):412-421.
[9] 沈祖炎,丁洁民.柔性节点钢框架的二阶弹塑性极限承载力研究[J].建筑结构学报,1992,13(1):34-42.
SHEN Zu-yan,DING Jie-min.Ultimate strength of multistory steel frames with semi-rigid beam-to-column connections[J].Journal of Building structures,1992,13(1):34-42.
[10] 丁洁民,沈祖炎.空间钢框架结构的非线性分析[J].土木工程学报,1993,26(6):37-45.
DING Jie-min,SHEN Zu-yan.Non-linear analysis of space steel frames[J].China Civil Engineering Journal,1993,26(6):37-45.
[11] 包世华.新编高层建筑结构(第二版)[M].北京:中国水利水电出版社,2005.
BAO Shi-hua.Newly edited Structures of tall buildings(2nd ed)[M].Beijing:China Water Power Press,2005.
[12] 王连坤,王孟鸿,郝际平.考虑剪切和翘曲变形影响的空间钢框架塑性铰模型[J].西安建筑科技大学学报:自然科学版,2010,42(4):514-520.
WANG Lian-kun,WANG Meng-hong,HAO Ji-ping.Plastic-hinge model of space steel frames considering shear and warping deformations[J].J.Xi′an Univ.of Arch.& Tech.:Natural Science Edition,2010,42(4):514-520.

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备注/Memo

备注/Memo:
收稿日期:2010-05-10 修改稿日期:2011-12-12
基金项目:国家自然科学基金资助项目(50878181)
作者简介:刘少文(1977-),男,山东莒南县人,博士生,主要从事钢结构理论及应用研究
更新日期/Last Update: 2015-09-01