RESEARCH ON THE SPATIAL EFFECT OF STEEL FRAME WITH ENCLOSURE WALLS

Yang Xiaojie; Meng Yongjie; Jin Xiaofei; Cao Zhenggang; Fan Feng

doi:10.13204/j.gyjz201306026

Volume 43 Issue 6

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(6): 129-133,137

Wang Chequan, Shen Bo, Ma Kejian, Xie Chengji, Li Meng. DESIGN AND ANALYSES OF HYBRID-STRUCTURE BY REGULAR TRIANGULAR SPATIAL TRUSSES AND SINGLE-LAYER CYLINDRICAL RETICULATED SHELLS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 130-134. doi: 10.13204/j.gyjz201406028

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Yang Xiaojie, Meng Yongjie, Jin Xiaofei, Cao Zhenggang, Fan Feng. RESEARCH ON THE SPATIAL EFFECT OF STEEL FRAME WITH ENCLOSURE WALLS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 129-133,137. doi: 10.13204/j.gyjz201306026

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RESEARCH ON THE SPATIAL EFFECT OF STEEL FRAME WITH ENCLOSURE WALLS

doi: 10.13204/j.gyjz201306026

1.
1. Technology Center,China Construction Engrg Corp.Ltd,Beijing 101300,China;
2.
2. China IPPR International Engineering Corporation,Beijing 100089,China;
3.
3. Harbin Institute of Technology,Harbin 150090,China

Received Date: 2013-01-25
Publish Date: 2013-06-20

Abstract

Abstract

In order to know the effect of embedded wallboard on the mechanical behavior of steel frame and the spatial mechanical behavior of steel frame with wallboard, ANSYS was used to establish the strong axis and weak axis plane framework with wallboard to analyze the effect of the wallboard on empty frame.On this basis, a single span two-layer space frame model was established to analyze the spatial mechanical behavior of steel frame with different disposal of wallboard.The result shows that the longitudinal framework with wallboard can make the bearing capacity of horizontal empty framework increase by more than 20%.It can be designed the steel frame with walls by setting the spring unit in each story of the empty frame.This way was verified by analyzing the six-story frame structure.
- steel frame with enclosure walls,
- space effect,
- storey stiffness

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References(10)

References

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