RESEARCH AND SIMPLIFIED CALCULATION OF STEEL PLATE-BRICK MASONRY COMPOSITE FRAMES'LATERAL RESISTANCE BEHAVIOR

Zhang Ganglei; Cao Shuangyin; Jing Denghu; Zhang Hao

doi:10.13204/j.gyjz201311028

Volume 43 Issue 11

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(11): 126-130

Zhang Ganglei, Cao Shuangyin, Jing Denghu, Zhang Hao. RESEARCH AND SIMPLIFIED CALCULATION OF STEEL PLATE-BRICK MASONRY COMPOSITE FRAMES'LATERAL RESISTANCE BEHAVIOR[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 126-130. doi: 10.13204/j.gyjz201311028

Citation:

Zhang Ganglei, Cao Shuangyin, Jing Denghu, Zhang Hao. RESEARCH AND SIMPLIFIED CALCULATION OF STEEL PLATE-BRICK MASONRY COMPOSITE FRAMES'LATERAL RESISTANCE BEHAVIOR[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 126-130. doi: 10.13204/j.gyjz201311028

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RESEARCH AND SIMPLIFIED CALCULATION OF STEEL PLATE-BRICK MASONRY COMPOSITE FRAMES'LATERAL RESISTANCE BEHAVIOR

doi: 10.13204/j.gyjz201311028

1.
1. China Shipbuilding NDＲI Engineering Co. Ltd,Shanghai 200063,China;
2.
2. School of Civil Engineering,Southeast University,Nanjing 210096,China;
3.
3. China United Engineering Corporation,Hangzhou 310022,China

Received Date: 2013-03-21
Publish Date: 2013-11-20

Abstract

Abstract

To investigate the lateral resistance behavior of steel plate-brick masonry composite frames,two composite frames were tested and simulated in finite element method. The failure mechanism under lateral load was abtained and development rule of steel plate's and masonry's stress and strain in control sections was analyzed. Meanwhile,masonry's influence on bearing capacity and stiffness of the composite frame was discussed,based on which simplified calculation of lateral stiffness of steel plate-brick masonry composite frames was proposed.
- steel plate-brick masonry,
- lateral resistance behavior,
- failure mechanism,
- elastic stiffness

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References(11)

References

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