DESIGN AND ANALYSIS OF FOUNDATION OF ARCHED CORRUGATED METAL ROOF

Wang Yuanqing; Tan Chengdong; Zhang Yong

doi:10.13204/j.gyjz200602024

Volume 36 Issue 2

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(2): 82-84

Wang Yuanqing, Tan Chengdong, Zhang Yong. DESIGN AND ANALYSIS OF FOUNDATION OF ARCHED CORRUGATED METAL ROOF[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 82-84. doi: 10.13204/j.gyjz200602024

Citation:

Wang Yuanqing, Tan Chengdong, Zhang Yong. DESIGN AND ANALYSIS OF FOUNDATION OF ARCHED CORRUGATED METAL ROOF[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 82-84. doi: 10.13204/j.gyjz200602024

Wang Yuanqing, Tan Chengdong, Zhang Yong. DESIGN AND ANALYSIS OF FOUNDATION OF ARCHED CORRUGATED METAL ROOF[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 82-84. doi: 10.13204/j.gyjz200602024

Citation:

Wang Yuanqing, Tan Chengdong, Zhang Yong. DESIGN AND ANALYSIS OF FOUNDATION OF ARCHED CORRUGATED METAL ROOF[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 82-84. doi: 10.13204/j.gyjz200602024

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DESIGN AND ANALYSIS OF FOUNDATION OF ARCHED CORRUGATED METAL ROOF

doi: 10.13204/j.gyjz200602024

1.
1 Dept.of Civil Engineering of Tsinghua University Beijing 100084;
2.
2 China Architecture D&R Groups Beijing 100044;
3.
3 Dept.of Civil Engineering of Beijing Jiaotong University Beijing 100044

Received Date: 2005-09-19
Publish Date: 2006-02-20

Abstract

Abstract

For an arched corrugated metal roof, the light dead weight and the great horizontal force from the skewback will lead to a larger eccentricity of the foundation and the larger bending and shearing forces of the support structure. It is introduced the design of the foundation of the arch falling to the ground and supported by the frame and the influence factors on the eccentricity in design ofthe practical project. The problem of bending and shearing resistance of the brick of the arch structure supported by the masonry is also introduced. Suggestions on its design method are also proposed.
- arched corrugated metal roof,
- foundation,
- eccentricity,
- design and analysis

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References(5)

References

张勇.金属拱型波纹屋盖结构分析设计理论与试验研究:[博士学位论文].天津:天津大学,2002

[2] 张勇,石永久,王元清.支座位移对金属拱型波纹屋盖结构承载力影响.工业建筑,2001,31(11):57-59

[3] GB 50007-2002 建筑地基基础设计规范

[4] 王元清,王春光,袁英战.门式刚架轻型钢结构工业厂房基础设计与研究.建筑结构,2000(4)

[5] GB 50003-2001 砌体结构设计规范

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