[1]李 峰,吴冠男,李 慎,等.十字加劲钢板墙的简化模型[J].西安建筑科技大学学报:自然科学版,2013,45(02):177-184.[doi:10.15986/j.1006-7930.2013.02.005]
 LI Feng,WU Guan-nan,LI Shen,et al.Simplified model of cross-stiffener steel plate shear walls[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2013,45(02):177-184.[doi:10.15986/j.1006-7930.2013.02.005]
点击复制

十字加劲钢板墙的简化模型()
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02期
页码:
177-184
栏目:
出版日期:
2013-04-30

文章信息/Info

Title:
Simplified model of cross-stiffener steel plate shear walls
文章编号:
1006-7930(2013)02-0177-08
作者:
李 峰1吴冠男2李 慎1王 栋3
(1.西安建筑科技大学土木工程学院,陕西 西安 710055;2.南京长江都市建筑设计股份有限公司,江苏 南京 210002;3.成都基准方中建筑设计事务所,四川 成都 610017)
Author(s):
LI Feng1WU Guan-nan2LI Shen1WANG Dong3
(1.School of Civil Eng., Xian University of Arch.& Tech., Xian 710055,China; 2.Nanjing Changjiang Urban architectural design CO., LTD. Nanjing 210002, China; 3.Jizhunfangzhong architectural design associates, Chengdu 610017,China)
关键词:
十字加劲钢板墙简化模型双向拉压杆有限元分析
Keywords:
cross-stiffened steel plate walls simplified model LY-S finite element analysis
分类号:
TU 392.4
DOI:
10.15986/j.1006-7930.2013.02.005
文献标志码:
A
摘要:
受薄钢板剪力墙简化计算模型———斜拉杆模型的启发,提出双向拉压杆模型(LY-S)来简化模拟十字加劲钢板墙,其简化计算方法有助于工程设计与模拟分析.利用有限元软件ANSYS对拉压杆模型进行单向荷载分析以及循环荷载分析,并与相对应的十字加劲钢板墙模型进行对比分析,验证了双向拉压杆简化模型模拟十字加劲钢板墙的合理性;双向拉压杆模型的初始弹性刚度较十字加劲钢板墙模型偏小,在内填钢板高厚比大于170时,二者拟合良好
Abstract:
Inspired by the simplified calculation model of thin steel plate shear wall, or the oblique rod model, bidirectional trolley-strut model(LY-S)was proposed to simplify cross-stiffened steel plate walls. Compared with the analysis of cross-stiffened steel plate wall model, the unidirectional load analysis and cyclic loading analysis of the LY-S were conducted by finite element software ANSYS. The validation of LY-S to simulate the cross-stiffened steel plate walls was verified. The initial elastic stiffness of the LY-S is weaker than the cross-stiffened steel plate wall model. When the height thickness ratio of the infill steel plate was greater than 170,two models fitted well

参考文献/References:

[1] 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,1998.

JGJ99-98.Technical specification for steel structure of tall buildings[S].Beijing: China Architecture and Building Press,1998.

[2] CAN/CSA-S16-2001Limit States Design of Steel Structures[S]. Rexdale, Outario: Canadian Standards Association,2001.

[3] ANSI/AISC 360-2005American National Standard Specification for Structural Steel Buildings[S].Chicago Inc.,IL,2005.

[4] THORBUM L J,KULAK G L,MONTGOMERY C J.Analysis of steel plate shear walls. Structural Engineering Rep,No.107[R]. Canada, Edmonto: Dept. of Civil Engineering University of Alberta,1983.

[5] SHISHKIN J J,DRIVER R G,GRONDIN G Y.Analysis of steel plate shear walls using the modified strip model Struct,Engrg Rep.No.261[R].Canada, Edmonton: Dept.of Civil and Enviromnental Engineering, University of Alberta,2005.

[6] 吴冠男.十字加劲钢板剪力墙的性能研究[D].西安:西安建筑科技大学,2012.

WU Guan-nan.Research on behavior of steel plate shear wall with cross stiffeners[D]. Xi′an: Xi′an University of Architecture and Technology,2012.

[7] 陈国栋,郭彦林.十字加劲钢板剪力墙的抗剪极限承载力[J].建筑结构学报,2004,25(1):71-78.

CHEN Guo-dong,Guo Yan-lin.Ultimate shear-carrying capacity of steel plate shear walls with cross stiffeners[J].Journal of building structures,2004,25(1):71-78.

[8] 万红霞,谢伟平,王小平.考虑屈曲后强度的钢板剪力墙极限剪力计算[J].钢结构,2004,72(3):66-68.

WAN Hong-xia,XIE Wei-ping,WANG Xiao-ping.Calculation of steel plate shear walls ultimate shear capacity which considering the post buckling strength[J].Steel Construction, 2004,72(3):66-68.

[9] 陈国栋,郭彦林,范 珍,等.钢板剪力墙低周反复荷载试验研究[J].建筑结构学报,2004,25(2):19-26.

CHEN Guo-Dong,GUO Yan-lin,FAN Zhen,et al.Cyclic test of steel plate shear walls[J]. Journal of Building Structrues,2004,25(2):19-26.

备注/Memo

备注/Memo:
收稿日期:2012-11-22 修改稿日期:2013-03-27
基金项目:国家自然科学基金资助项目(50878181)
作者简介:李 峰(1963-),女,河南郑州人,副教授,博士,主要从事钢结构教学与研究.
更新日期/Last Update: 2015-10-05