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Volume 37 Issue 10
Dec.  2014
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Article Contents
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
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

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

doi: 10.13204/j.gyjz200710011
  • Received Date: 2007-03-12
  • Publish Date: 2007-10-20
  • 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
  • loading
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    .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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