|Table of Contents|

Influence of Precast Concrete-plate on Static Behavior of Steel-concrete Composite Shear Wall(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2008年01期
Page:
18-22
Research Field:
Publishing date:
2008-03-20

Info

Title:
Influence of Precast Concrete-plate on Static Behavior of Steel-concrete Composite Shear Wall
Author(s):
ZHANG Su-mei;  WU Zhi-jian;  MA Xin-bo
School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, Heilongjiang, China
Keywords:
precast concrete-plate;  static behavior;  finite element analysis;  composite shear wall;  buckling
PACS:
TU398.2
DOI:
-
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.

References:

[1] ZHAO Qiu-hong,ASTANEH-ASL A.Cyclic Behavior of Traditional and Innovative Composite Shear Walls[J].Journal of Structure Engineering,2004,130(2):271-284.
[2]郭彦林,董全利.钢板剪力墙的发展与研究现状[J].钢结构,2005,20(1):1-6. GUO Yan-lin,DONG Quan-li.Research and Application of Steel Plate Shear Wall in High-rise Buildings[J].Steel Construction,2005,20(1):1-6.
[3]楼梦麟,李守继.低矮小开口剪力墙自由振动问题的半解析解[J].建筑科学与工程学报,2006,23(3):50-53. LOU Meng-lin,LI Shou-ji.Semi-analytical Solution for Free Vibration of Short Shear Wall with Small Openings[J].Journal of Architecture and Civil Engineering,2006,23(3):50-53.
[4]刘伯权,潘 元.框架-抗震墙结构抗震墙抗弯刚度的优化研究[J].建筑科学与工程学报,2005,22(1):55-57. LIU Bo-quan,PAN Yuan.Study on Optimum Bending Rigidity of Seismic Wall in Frame-shear Wall Structure[J].Journal of Architecture and Civil Engineering,2005,22(1):55-57.
[5]丁大钧.再论墙体改革与可持续发展[J].建筑科学与工程学报,2005,22(3):1-15. DING Da-jun.Re-discussion of Walls Innovation and Sustainable Development[J].Journal of Architecture and Civil Engineering,2005,22(3):1-15.
[6]蒋 波,应宏伟,谢康和,等.平动模式下挡土墙非极限状态主动土压力计算[J].中国公路学报,2005,18(2):24-27. JIANG Bo,YING Hong-wei,XIE Kang-he,et al.Computation of Active Earth Pressure Under Non-limit State for Retaining Wall with Mode of Translation[J].China Journal of Highway and Transport,2005,18(2):24-27.
[7]李 杰,李奎明.钢筋混凝土短肢剪力墙结构试验[J].建筑科学与工程学报,2007,24(4):12-20. LI Jie,LI Kui-ming.Experiment on RC Short-leg Shear Wall Structure[J].Journal of Architecture and Civil Engineering,2007,24(4):12-20.
[8]董 莉.开缝与不开缝钢板混凝土组合剪力墙抗剪性能研究[D].哈尔滨:哈尔滨工业大学,2005:27-30. DONG Li.Shear Resistance Behavior of Steel-concrete Composite Shear Wall with and Without Slits[D].Harbin:Harbin Institute of Technology,2005:27-30.
[9]GB 50204-92,混凝土结构工程施工及验收规范[S]. GB 50204-92,Code for Acceptance of Construction Quality of Concrete Structures[S].
[10]GB J205-83,钢结构工程施工及验收规范[S]. GB J205-83,Code for Acceptance and Construction Quality of Steel Structures[S].

Memo

Memo:
-
Last Update: 2008-03-20