RESEARCH ON BEARING CAPACITY OF HIGH STRENGTH CONCRETE SHEAR WALLS WITH VERTICAL SEAMS UNDER LOW-CYCLIC LOADS

Sun Xiang-hua; Zuo Xiao-bao

doi:10.13204/j.gyjz200607013

Volume 36 Issue 7

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(7): 53-56

Sun Xiang-hua, Zuo Xiao-bao. RESEARCH ON BEARING CAPACITY OF HIGH STRENGTH CONCRETE SHEAR WALLS WITH VERTICAL SEAMS UNDER LOW-CYCLIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 53-56. doi: 10.13204/j.gyjz200607013

Citation:

Sun Xiang-hua, Zuo Xiao-bao. RESEARCH ON BEARING CAPACITY OF HIGH STRENGTH CONCRETE SHEAR WALLS WITH VERTICAL SEAMS UNDER LOW-CYCLIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 53-56. doi: 10.13204/j.gyjz200607013

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RESEARCH ON BEARING CAPACITY OF HIGH STRENGTH CONCRETE SHEAR WALLS WITH VERTICAL SEAMS UNDER LOW-CYCLIC LOADS

doi: 10.13204/j.gyjz200607013

1.
Nanjing University of Science and Technology Nanjing 210094

Received Date: 2005-07-06
Publish Date: 2006-07-20

Abstract

Abstract

Based on the experimental study of 4 high strength concrete(HSC) shear walls(normal and vertical seams' shear walls) subjected to vertical force and low-cyclic load,the effects of the vertical seams on horizontal bearing capacity of wall are analyzed.On the basis of its forced features and experimental results,the bearing capacity' calculating model of the vertical seams shear walls is presented,the practical formula is deduced and the design method is proposed, this offers the reference for engineering design and research.
- high strength concrete,
- shear wall,
- vertical seams,
- bearing capacity

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References(5)

References

[2] 左晓宝.改善高强混凝土剪力墙抗震性能的试验研究.工业建筑,2001,31(6):37-39

武滕清.结构物动力设计.滕家禄,译.北京:中国建筑工业出版社,1984:87-92

[3] 陈肇元,吴佩刚.高强混凝土及其应用.北京:清华大学出版社,1992:220-224

[4] 敖清.带竖缝陶粒有边框剪力墙抗震性能的实验研究:[学位论文].天津:天津大学,1992

[5] GB 50010-2002 混凝土结构设计规范

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