RESEARCH ON DEFORMATION CAPACITY DESIGN METHOD OF STEEL REINFORCED CONCRETE SHEAR WALLS

Ma Kaize; Liang Xingwen; Zhang Fan; Deng Mingke

doi:10.13204/j.gyjz201006022

Volume 40 Issue 6

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(6): 97-101

Ma Kaize, Liang Xingwen, Zhang Fan, Deng Mingke. RESEARCH ON DEFORMATION CAPACITY DESIGN METHOD OF STEEL REINFORCED CONCRETE SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 97-101. doi: 10.13204/j.gyjz201006022

Citation:

Ma Kaize, Liang Xingwen, Zhang Fan, Deng Mingke. RESEARCH ON DEFORMATION CAPACITY DESIGN METHOD OF STEEL REINFORCED CONCRETE SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 97-101. doi: 10.13204/j.gyjz201006022

Citation:

PDF( 0 KB)

RESEARCH ON DEFORMATION CAPACITY DESIGN METHOD OF STEEL REINFORCED CONCRETE SHEAR WALLS

doi: 10.13204/j.gyjz201006022

1.
School of Civil Engineering,Xi’an University of Architectural &Technology,Xi’an 710055,China

Received Date: 2009-12-20
Publish Date: 2010-06-20

Abstract

Abstract

In order to study the deformation capacity of steel reinforced concrete (SRC) shear walls，the relationship between drift ratio and cross sections curvature，edge strain，transverse reinforcement characteristic value are theoretically deduced according to SRC shear walls test with low-cycle reversed loading. A drift-based deformation capacity design method was proposed for SRC shear walls. The reliability of the method was verified through test results. It was obtained that the relationships about the drift ratio，the axial compression ratio，the transverse reinforcement characteristic value and shear span ratio. The allowable axial load ratios of SRC shear wall in different seismic grades and transverse reinforcement characteristic value were proposed.
- steel reinforced concrete (SRC) shear walls,
- deformation capacity,
- drift ratio,
- axial compression ratio,
- transverse reinforcement characteristic value

FullText(HTML)

References(13)

References

Wallace J W， Rckcal K O， Cherlin M， et al. Lateral-LoadBehavior of Shear Walls with Structural Steel Boundary Columns[C]/ / Proceedings of Sixth ASCCS Conference on Composite andHybrid Structures. Los Angeles: 2000:801-808.

[2] Fumiya Esaki， Masayuki Ono. Effect of Loading Velocity onMechanical Behavior of SRC Shear Walls[C]/ / Proceedings ofSixth ASCCS Conference on Composite and Hybrid Structures. LosAngeles: 2000:809-816.

[3] Soon H C， Bryce T， William D C， et al. Structural SteelBoundary Elements for Ductile Concrete Walls [J]. Journal ofStructural Engineering，ASCE，2004，130(5) : 763-768.

[4] 王志浩，钱稼茹. 钢骨混凝土剪力墙的抗弯性能[J]. 建筑结构，1998(2) :13-21.

[5] 吕西林，董宇光，丁子文. 截面中部配置型钢的混凝土剪力墙抗震性能研究[J]. 地震工程与工程振动，2006，26(6) :101 －107.

[6] 钱稼茹，魏勇，赵作周，等. 高轴压比钢骨混凝土剪力墙的抗震性能试验研究[J]. 建筑结构学报，2008(4) :43-50.

[7] 钱稼茹，徐福江. 钢筋混凝土剪力墙基于位移的变形能力设计方法[J]. 清华大学学报，2007，47(3) :305-308.

[8] 钱稼茹，吕文，方鄂华. 基于位移延性的剪力墙抗震设计[J].建筑结构学报，1999，20(3) : 42-49.

[9] Priestley M J N. Aspect of Drift and Ductility Capacity of Rectangular Cantilever Structural Walls [J]. Bulletin of New Zealand Society for Earthquake Engineering，1998，31 (2) :73 －85.

[10] Thomsen J H， Wallace J W. Displacement-Based Design of Slender Reinforced Concrete Walls-Experimental Verification[J].Journal of Structural Engineering，2004，130 (4) : 618-630.

[11] 白亮. 型钢高性能混凝土剪力墙抗震性能试验及设计理论研究[D]. 西安:西安建筑科技大学，2009.

[12] 钱稼茹，程丽荣，周栋梁. 普通箍筋约束混凝土柱的中心受压性能[J]. 清华大学学报，2002，42(10) :1369-1373.

[13] Eurocode 8. Design of Structures for Earthquake Resistance[S].European Committee for Standardization，2003. 1

Relative Articles

Supplements(0)

Cited By

Proportional views