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[1]张建伟,杨亚彬,曹万林,等.圆钢管混凝土边框多重组合低矮剪力墙的抗震性能[J].建筑科学与工程学报,2011,28(03):23-28,33.
　ZHANG Jian-wei,YANG Ya-bin,CAO Wan-lin,et al.Seismic Performance of Composite Low-rise Shear Wall with Concrete-filled Round Steel Tube Columns and Concealed Steel Trusses[J].Journal of Architecture and Civil Engineering,2011,28(03):23-28,33.
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
28卷
期数:
2011年03期
页码:
23-28,33
栏目:
出版日期:
2011-09-20

文章信息/Info

Title:
Seismic Performance of Composite Low-rise Shear Wall with Concrete-filled Round Steel Tube Columns and Concealed Steel Trusses
作者:
张建伟,杨亚彬,曹万林,董宏英
北京工业大学 建筑工程学院,北京 100124
Author(s):
ZHANG Jian-wei, YANG Ya-bin, CAO Wan-lin, DONG Hong-ying
School of Architecture and Civil Engineering, Beijng University of Technology, Beijing 100124, China
关键词:
圆钢管混凝土柱;  钢桁架;  低矮剪力墙;  抗震性能;  承载力
Keywords:
concrete-filled round steel tube column;  steel truss;  low-rise shear wall;  seismic performance;  load-carrying capacity
分类号:
TU352.1
DOI:
-
文献标志码:
A
摘要:
为了解钢管混凝土边框内藏钢桁架剪力墙这种新型多重组合剪力墙的抗震性能,进行了3个剪跨比为1.0的低矮剪力墙低周反复荷载试验,包括1个普通混凝土剪力墙、1个圆钢管混凝土边框剪力墙和1个圆钢管混凝土边框内藏钢桁架剪力墙; 对比分析了3个低矮剪力墙的实测承载力、延性、刚度及其退化过程、滞回特性、耗能能力及破坏特征; 使用简化力学模型计算了各剪力墙的承载力,计算结果与试验结果吻合较好。结果表明:圆钢管混凝土边框内藏钢桁架低矮剪力墙的抗震性能比普通混凝土低矮剪力墙显著提高,比圆钢管混凝土边框低矮剪力墙明显提高。
Abstract:
In order to ascertain the seismic performance of the proposed new kind of concrete-filled-steel-tube-column shear wall, an experiment was carried out on three low-rise shear walls with a shear-span ratio of 1.0, including one traditional reinforced concrete(RC)shear wall, one composite shear wall with concrete-filled round steel tube columns, and one composite shear wall with concrete-filled round steel tube columns and concealed steel trusses. Based on the data from this experiment, the load-carrying capacity, ductility, stiffness and its attenuation, hysteretic property, energy dissipation and failure characteristic of each shear wall were contrastively analyzed. The calculated results obtained from the simplified mechanical model were in good agreement with those from the experiment. The results show that the seismic performance of the composite shear wall with concrete-filled round steel tube columns and concealed steel trusses is increased significantly over traditional reinforced concrete shear walls, while at the same time, it shows a significant improvement over composite shear walls with concrete-filled round steel tube columns.

参考文献/References:

[1] 廖飞宇,陶 忠,韩林海.钢-混凝土组合剪力墙抗震性能研究简述[J].地震工程与工程振动,2006,26(5):129-135. LIAO Fei-yu,TAO Zhong,HAN Lin-hai.A State-of-the-art Review of Composite Shear Walls Under Cyclic Loading[J].Journal of Earthquake Engineering and Engineering Vibration,2006,26(5):129-135.
[2]GOEL S C.United States-Japan Cooperative Earthquake Engineering Research Program on Composite and Hybrid Structures[J].Journal of Structural En-gineering,2004,130(2):157-158.
[3]ANWAR H K M.Experimental and Theoretical Behavior of Composite Walling Under In-plane Shear[J].Journal of Structural Engineering,2004,60(1):59-83.
[4]YAMADA M.Steel Panel Encased RC Composite Shear Walls[C]//ASCE.Composite Construction in Steel and Concrete Ⅱ.New York:ASCE,1992:899-912.
[5]曹万林,张建伟,陶军平,等.内藏桁架的混凝土组合低剪力墙试验[J].东南大学学报:自然科学版,2007,37(2):195- 200. CAO Wan-lin,ZHANG Jian-wei,TAO Jun-ping,et al.Experimental Study on Low-rise RC Shear Wall with Concealed Truss[J].Journal of Southeast University:Natural Science Edition,2007,37(2):195-200.
[6]常卫华,曹万林,赵长军,等.内藏钢桁架混凝土核心筒抗震试验及计算分析[J].北京工业大学学报,2008,34(4):379- 386. CHANG Wei-hua,CAO Wan-lin,ZHAO Chang-jun,et al.Experiment and Analysis on Seismic Behavior of RC Composite Core Walls with Concealed Steel Truss[J].Journal of Beijing University of Technol-ogy,2008,34 (4):379-386.
[7]曹万林,王 敏,王绍合,等.高轴压比下钢管混凝土边框组合剪力墙抗震性能试验研究[J].地震工程与工程振 动,2008,28(1):85-90. CAO Wan-lin,WANG Min,WANG Shao-he,et al.Seismic Behavior Research on Composite Shear Wall with Concrete Filled Steel Tube Columns in High Axial-load Ratio[J].Journal of Earthquake Engin-eering and Engineering Vibration,2008,28(1):85-90.
[8]曹万林,曾 彬,王 敏,等.钢管混凝土边框与剪力墙连接键工作性能试验[J].北京工业大学学报,2009,35(5):603- 610. CAO Wan-lin,ZENG Bin,WANG Min,et al.Experiment on Working Performance of Connection Constructional Measure Between Concrete Filled Steel Tube Columns and Shear Wall[J].Journal of Beijing University of Technology,2009,35(5):603-610.
[9]郭 健,刘伟庆.钢筋混凝土异形柱框架-短肢剪力墙结构振动台试验与理论分析[J].西安建筑科技大学学报:自然科学 版,2007,39(5):610-615. GUO Jian,LIU Wei-qing.Shaking Table Test and Theoretical Analysis on RC Frame-short Pier Shear Wall Structure with Special-shaped Columns[J].Journal of Xi'an University of Architecture & Technology:Natural Science Edition,2007,39(5):610-615.
[10]GB 50010—2002,混凝土结构设计规范[S]. GB 50010—2002,Code for Design of Concrete Structures[S].
[11]韩林海,杨有福.现代钢管混凝土结构技术[M].北京:中国建筑工业出版社,2007. HAN Lin-hai,YANG You-fu.Technique of Modern Concrete-filled Steel Tube Structures [M].Beijing:China Architecture & Building Press,2007.

相似文献/References:

[1]田宏伟,赵均海,魏锦.圆钢管混凝土轴压长柱的极限承载力[J].建筑科学与工程学报,2007,24(02):74.
　TIAN Hong-wei,ZHAO Jun-hai,WEI Jin.Ultimate Bearing Capacity of Concrete-filled Circular Steel Tubular Long Columns with Axial Compression[J].Journal of Architecture and Civil Engineering,2007,24(03):74.

备注/Memo

备注/Memo:
收稿日期:2011-04-19
基金项目:国家自然科学基金项目(50878007); 北京市科技重大项目(D08050603720000); 北京市教委科技计划重点项目(KZ200910005008)
作者简介:张建伟(1971-),男,河北丰润人,副教授,工学博士,博士后,E-mail:zhangjw@bjut.edu.cn。
更新日期/Last Update: 2011-09-20