SHEAR LAG AND ITS EFFECTS OF T-SHAPED SHORT-LEG SHEAR WALL

Zhang Shoujun; Li Oingning; Guo Zeying; Zhang Jin

doi:10.13204/j.gyjz200710011

Volume 37 Issue 10

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(10): 38-41

Yao Zhixiong. STUDY ON THE VIBROFLOTATION MECHANISM OF LOOSE SILTY FINE SANDS WITHOUT ADDITIONAL BACKFILL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 92-96,146. doi: 10.13204/j.gyjz201202021

Citation:

Zhang Shoujun, Li Oingning, Guo Zeying, Zhang Jin. SHEAR LAG AND ITS EFFECTS OF T-SHAPED SHORT-LEG SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 38-41. doi: 10.13204/j.gyjz200710011

Yao Zhixiong. STUDY ON THE VIBROFLOTATION MECHANISM OF LOOSE SILTY FINE SANDS WITHOUT ADDITIONAL BACKFILL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 92-96,146. doi: 10.13204/j.gyjz201202021

Citation:

Zhang Shoujun, Li Oingning, Guo Zeying, Zhang Jin. SHEAR LAG AND ITS EFFECTS OF T-SHAPED SHORT-LEG SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 38-41. doi: 10.13204/j.gyjz200710011

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SHEAR LAG AND ITS EFFECTS OF T-SHAPED SHORT-LEG SHEAR WALL

doi: 10.13204/j.gyjz200710011

1.
School of Civil Eng.,Xi'an Univ.of Arch.&Tech.Xi'an 710055

Received Date: 2007-03-12
Publish Date: 2007-10-20

Abstract

Abstract

The shear -lag coefficient and deformation of T -shaped short-leg shear wall are solved based on variationprinciple, various parameters and loading forms which may impact the shear -lag are discussed.The distribution oflongitudinal stress in the flange is analyzed using FEA method.The deformation and stress according to primary beamtheory, variation principle and FEA method are compared, and their impact on the stiffness of the short -leg shear wall isdiscussed
- short-leg shear wall,
- T-shaped sectionshear-lag,
- effect analysis,

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References(5)

References

.容柏生.高层住宅建筑中的短肢剪力墙体系. 建筑结构学报,1997, 18(6): 14-19

.张晋, 吕志涛. 短肢剪力墙-筒体结构模型振动台试验. 东南大学学报, 2001,31(6): 4-8

.项海帆. 高等桥梁结构理论. 北京: 人民交通出版社, 2001

.程翔云, 罗旗帜. 箱梁在压弯荷载共同作用下的剪力滞. 土木工程学报, 1991,24(1 ): 52-64

.Paulay T. Coupling Beams of Reinforced Concrete Shear Walls. Journalof Structural Division, 1971, 97 (3): 843-862

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