SIMPLIFIED COMPUTATION OF HIGH GRID FRAME STRUCTURE WITH PHOSPHOGYPSUM AS THE WALL UNDER HORIZONTAL LOADS

Lu Yaqin; Ma Kejian; Zhang Huagang; Yuan Bo; Li Li; Jiang Lan

doi:10.13204/j.gyjz2011205018

Volume 42 Issue 5

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(5): 98-101,105

Zhao Fenghua, Yang Jun. A SEISMIC ISOLATION DESIGN FOR A MULTI-STORY CUSTOM STEEL STRUCTURE RESIDENCE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 170-174. doi: 10.13204/j.gyjz2001407035

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Lu Yaqin, Ma Kejian, Zhang Huagang, Yuan Bo, Li Li, Jiang Lan. SIMPLIFIED COMPUTATION OF HIGH GRID FRAME STRUCTURE WITH PHOSPHOGYPSUM AS THE WALL UNDER HORIZONTAL LOADS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 98-101,105. doi: 10.13204/j.gyjz2011205018

Zhao Fenghua, Yang Jun. A SEISMIC ISOLATION DESIGN FOR A MULTI-STORY CUSTOM STEEL STRUCTURE RESIDENCE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 170-174. doi: 10.13204/j.gyjz2001407035

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SIMPLIFIED COMPUTATION OF HIGH GRID FRAME STRUCTURE WITH PHOSPHOGYPSUM AS THE WALL UNDER HORIZONTAL LOADS

doi: 10.13204/j.gyjz2011205018

Lu Yaqin^1,2,3,
Ma Kejian^1,3,
Zhang Huagang³,
Yuan Bo³,
Li Li⁴,
Jiang Lan³

1.
1. Civil Engineering College,Hunan University,Changsha 410082,China;
2.
2. Key Laboratory of Building Safety and Energy Efficiency of China Ministry of Education,Hunan University,Changsha 410082,China;
3.
3. Research Center of Space Structure,Guizhou University,Guiyang 550003,China;
4.
4. Civil Engineering College,Guizhou University,Guiyang 550003,China

Received Date: 2011-11-22
Publish Date: 2012-05-20

Abstract

Abstract

Grid frame structure with phosphogypsum as the wall is a new type structure,which can be designed by the existing structure software.The conversion formula of the thickness of the equivalent shear wall is established according to the principle of the same top displacement under horizontal loads.The error between the calculated value and the finite element analysis of grid frame structure with phosphogypsum as the wall is only 0. 4% ,which is 8. 59% as compared with the equivalent shear wall.The error of finite element analysis of the equivalent shear wall is caused by not considering the impact of the hole weakening the cross-sectional area and stiffness.Overall,the theoretical calculation values and finite element analysis results agree well,the conversion formula of equivalent shear wall thickness is consistent with the actual conditions,which may provide a reference for engineering design reference．
- grid frame structure,
- shear wall,
- finite element,
- horizontal load

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References(9)

References

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