STUDY ON THE SHEAR PERFORMANCE OF COLD-FORMED STEEL FRAMING WALLS

Guo Peng; He Baokang; Shen Shungao

doi:10.13204/j.gyjz200909009

Volume 39 Issue 9

Dec. 2014

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Guo Peng, He Baokang, Shen Shungao. STUDY ON THE SHEAR PERFORMANCE OF COLD-FORMED STEEL FRAMING WALLS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 49-54,61. doi: 10.13204/j.gyjz200909009

Citation:

Guo Peng, He Baokang, Shen Shungao. STUDY ON THE SHEAR PERFORMANCE OF COLD-FORMED STEEL FRAMING WALLS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 49-54,61. doi: 10.13204/j.gyjz200909009

Guo Peng, He Baokang, Shen Shungao. STUDY ON THE SHEAR PERFORMANCE OF COLD-FORMED STEEL FRAMING WALLS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 49-54,61. doi: 10.13204/j.gyjz200909009

Citation:

Guo Peng, He Baokang, Shen Shungao. STUDY ON THE SHEAR PERFORMANCE OF COLD-FORMED STEEL FRAMING WALLS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 49-54,61. doi: 10.13204/j.gyjz200909009

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STUDY ON THE SHEAR PERFORMANCE OF COLD-FORMED STEEL FRAMING WALLS

doi: 10.13204/j.gyjz200909009

1.
1. Tsinghua University,Beijing 100084,China;
2.
2. China Aeronautical Project and Design Institute,Beijing 100120,China;
3.
3. Xi’an University of Architecture and Technology,Xi’an 710055,China

Received Date: 2009-01-20
Publish Date: 2009-09-20

Abstract

Abstract

A parameter analysis of eight influencing factors of the shear performance of cold-formed steel framing walls is carried out after the finite element analysis model has been validated by test data.The analytic results show that it has little effect on the shear resistance of the wall by changing wall framing thickness,yield strength of wall framing,cross section of wall studs,vertical loading and altering the wall height in a certain range.The shear resistance of the wall can be improved effectively by thickening the wallboard;when the wall size is not changed,decreasing stud spacing is helpful to increase the shear resistance of the wall;the shear resistance of the wall and the deformation out of plane of the steel panel can be greatly improved by substituting the steel rib panel for the smooth plate,and with the increase of the steel rib height,the shear resistance of the wall is enhanced and the deformation out of plane of the steel panel is reduced.
- cold-formed steel framing wall,
- shear performance,
- finite element analysis

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References(9)

References

Serrette R,Ogunfunmi C.Shear Resistance of Gypsum-SheathedLight-Gauge Steel Stud Walls[J].Journal of Structural Engineering,1996,122(4):383-389.

[2] Serrette R,Encalada J,Juadines M,et al.Static Racking Behavior ofPlywood,OSB,Gypsum,and Fiberboard Walls with Metal Framing[J].Journal of Structural Engineering,1997,123(8):1079-1086.

[3] American Iron and Steel Institute(AISI).Shear Wall Design Guide[S].Publication RG-9804,1998.

[4] 何保康,郭丽峰.轻钢密墙架柱墙体抗剪性能试验研究[J].建筑结构,2004(增刊):338-341.

[5] 周天华,石宇,何保康,等.冷弯型钢组合墙体抗剪承载力试验研究[J].西安建筑科技大学学报,2006,38(1):83-88.

[6] 何保康,郭鹏,王彦敏,等.高强冷弯型钢骨架墙体抗剪性能试验研究[J].建筑结构学报,2008,29(2):72-78.

[7] 周天华,周绪红,何保康,等,G550级高强薄板钢材的材性及应用[J].建筑科学与工程学报,2005,22(2):43-46.

[8] 秦雅菲.冷弯薄壁型钢低层住宅墙柱体系轴压性能理论与试验研究[D].上海:同济大学,2005.

[9] Dan DUBINA.冷成型钢框架房屋的抗震性能[J].建筑钢结构进展,2007,9(1):1-17.

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