[1]王 威,王伟涛,苏三庆.抗剪连接件对内配钢板混凝土剪力墙 抗震性能影响的研究[J].西安建筑科技大学学报:自然科学版,2014,46(06):810-815.[doi:10.15986/j.1006-7930.2014.06.008]
　WANG Wei,WANG Weitao,SU Sanqing.Effect of shear connectors on seismic behavior of R.C. composite shear wall in-filled with steel plate[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2014,46(06):810-815.[doi:10.15986/j.1006-7930.2014.06.008]
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抗剪连接件对内配钢板混凝土剪力墙 抗震性能影响的研究()
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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:
46
期数:
2014年06期
页码:
810-815
栏目:
出版日期:
2014-12-31

文章信息/Info

Title:
Effect of shear connectors on seismic behavior of R.C. composite shear wall in-filled with steel plate
文章编号:
1006-7930(2014)06-0810-06
作者:
王 威; 王伟涛; 苏三庆
(西安建筑科技大学土木工程学院,陕西 西安 710055)
Author(s):
WANG Wei;  WANG Weitao;  SU Sanqing
( School of Civil Engineering, Xi’an Univ. of Arch. & Tech., Xi’an 710055, China)
关键词:
内配钢板R.C.剪力墙; 抗震性能; 数值分析; 栓钉; 拉结筋
Keywords:
steel plate in-filled reinforced concrete composite shear wall;  seismic behavior;  numerical analysis;  studs;  tie rods
分类号:
TU398
DOI:
10.15986/j.1006-7930.2014.06.008
文献标志码:
A
摘要:
为研究抗剪连接件对内配钢板R.C.剪力墙抗震性能的影响，以9个试件在低周反复水平荷载作用下的试验结果为基础， 3个有限元模型为补充，分别对试验和数值模拟结果进行对比分析，研究抗剪连接件栓钉和拉结筋对内配钢板R.C.剪力墙抗震性能的影响．研究结果表明：栓钉或拉结筋的存在可以明显提高内配钢板R.C.剪力墙的抗剪承载力和延性；同等条件下， 栓钉对内配钢板R.C.剪力墙的抗剪承载力和延性的提高略优于拉结筋；随着拉结筋间距的减小，内配钢板R.C.剪力墙的承载力逐渐提高，间距达到一定程度时，提高作用趋于稳定．
Abstract:
In order to research the effect of shear connectors on seismic behavior of R.C. composite shear wall in-filled with steel plate, nine specimens are tested under low frequency cyclic and reversed lateral loads, and numerical analysis with 3 finite element models are conducted to supplement the tests. By the comparison of the results of tests and FEM analytical results with different parameters, It is concluded that studs and tie rods can improve the shear strength and ductility of the composition wall; with the same span of shear connector, effect of the studs on seismic behavior of R.C. composite shear wall is better than tie rods. When concrete wall and steel plate thickness meet the basic demand of details required, shear strength and ductility of shear walls are increased by decreasing the span of studs.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期：2014-06-25 修改稿日期：2014-12-03
基金项目：国家自然科学基金项目（51478383）；陕西省教育厅自然科学研究项目（12JK0913）
作者简介：王威（1972-），男，博士，副教授，主要研究方为钢与混凝土组合结构及结构安全诊断．E-mail：wangwgh@xauat.edu.cn
更新日期/Last Update: 2015-09-01