|本期目录/Table of Contents|

[1]张素梅,吴志坚,马欣伯.预制混凝土板对组合剪力墙抗剪静力性能的影响[J].建筑科学与工程学报,2008,25(01):18-22.
　ZHANG Su-mei,WU Zhi-jian,MA Xin-bo.Influence of Precast Concrete-plate on Static Behavior of Steel-concrete Composite Shear Wall[J].Journal of Architecture and Civil Engineering,2008,25(01):18-22.
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预制混凝土板对组合剪力墙抗剪静力性能的影响(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
25卷
期数:
2008年01期
页码:
18-22
栏目:
出版日期:
2008-03-20

文章信息/Info

Title:
Influence of Precast Concrete-plate on Static Behavior of Steel-concrete Composite Shear Wall
作者:
张素梅，吴志坚，马欣伯
哈尔滨工业大学土木工程学院,黑龙江哈尔滨150090
Author(s):
ZHANG Su-mei, WU Zhi-jian, MA Xin-bo
School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, Heilongjiang, China
关键词:
预制混凝土板;  静力性能;  有限元分析;  组合剪力墙;  屈曲
Keywords:
precast concrete-plate;  static behavior;  finite element analysis;  composite shear wall;  buckling
分类号:
TU398.2
DOI:
-
文献标志码:
A
摘要:
采用ANSYS软件分析了预制混凝土板厚度和混凝土强度对钢板混凝土组合剪力墙承载力及初始剪切刚度的影响,通过与钢板剪力墙对比,探讨了钢板混凝土组合剪力墙的受力机理和破坏模式。研究结果表明:与钢板剪力墙相比,预制混凝土板能够有效地抑制钢板屈曲,明显地提高钢板混凝土组合剪力墙抗剪承载力及初始剪切刚度,钢板的受力形式也发生了明显的变化。
Abstract:
The commercial software ANSYS was employed to investigate the mechanical behavior of steel-concrete composite shear wall(SCSW)under mono-static load. The influences of concrete-plate thickness and concrete strength on SCSW ultimate bearing capacity and SCSW initial shear stiffness were discussed in detail after comparison of the mechanical behavior of the two types of shear walls. The research results show that concrete-plate thickness is a key parameter to predict the behavior of SCSW, and variation of concrete grade has little effect on static behavior of SCSW.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2007-11-27
基金项目:国家自然科学基金项目(50478029)
作者简介:张素梅(1963-),女,辽宁兴城人,教授,博士生导师,工学博士,E-mail:smzhang@hit.edu.cn。
更新日期/Last Update: 2008-03-20