OPTIMIZED DESIGN OF DOUBLE-LAYER LATTICE DOMES SUPPORTED ON GROUND FOR PRE-HOMOGENIZATION STORAGE IN CEMENT MILL

Yin Yue; Zhao Tongli; Chen Zhihua; Xu Shuai; Zhao Zhuoyue; Feng Shaoxin

doi:10.13204/j.gyjz201208030

Volume 42 Issue 8

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(8): 154-157,127

Lai Wenhui, Pan Jinglong, Jin Xinan. COMPRESSIVE STRESS-STRAIN BEHAVIOR OF CONCRETE CONFINED BY FIBER REINFORCED POLYMER[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 81-84. doi: 10.13204/j.gyjz200410024

Citation:

Yin Yue, Zhao Tongli, Chen Zhihua, Xu Shuai, Zhao Zhuoyue, Feng Shaoxin. OPTIMIZED DESIGN OF DOUBLE-LAYER LATTICE DOMES SUPPORTED ON GROUND FOR PRE-HOMOGENIZATION STORAGE IN CEMENT MILL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 154-157,127. doi: 10.13204/j.gyjz201208030

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OPTIMIZED DESIGN OF DOUBLE-LAYER LATTICE DOMES SUPPORTED ON GROUND FOR PRE-HOMOGENIZATION STORAGE IN CEMENT MILL

doi: 10.13204/j.gyjz201208030

1.
1. Department of Civil Engineering,Tianjin University,Tianjin 300072,China;
2.
2. Key Laboratory of Coast Civil Structure Safety(Tianjin University),Ministry of Education,Tianjin 300072,China;
3.
3. Sinoma International Engineering(Tianjin) Co.Ltd,Tianjin 300400,China;
4.
4. State Nuclear Electric Power Planning Design &Research Institute,Beijing 100095,China

Received Date: 2011-10-20
Publish Date: 2012-08-20

Abstract

Abstract

Optimized design of double-layer lattice dome supported on ground was carried out for the roof structure ofpre-homogenization storage in a cement mill．The effect of wind load and earthquake action on the structural behaviorand steel content was analyzed．It was shown that the wind load and earthquake action has little effect on the weight ofthe steel consumed for the lattice dome and vertical loads play the control role．The economy of the double-layerlattice domes supported on ground was evaluated by comparing with those supported on substructures made of columnsand ring beams．
- pre-homogenization storage in cement mill,
- double-layer lattice dome supported on ground,
- wind load,
- earthquake action,
- economy comparison

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References(6)

References

GB500092001建筑结构荷载规范[S].

[2] GB500112010建筑抗震设计规范[S].

[3] JGJ72010空间网格结构技术规程[S].

[4] GB500172003钢结构设计规范[S].

[5] 张相庭.结构风工程[M].北京:中国建筑工业出版社,2006.

[6] 刘锡良,韩庆华.网格结构设计与施工[M].天津:天津大学出版社,2004.

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