CURRENT STATUS AND IMPERFECTION ANALYSIS OF LATTICED SHELL STRUCTURES OF INDOOR COAL STORAGE YARD

Luo Yaozhi; Wu Xuancheng; Shen Yanbin; Hu Ning

doi:10.13204/j.gyjz200505023

Volume 35 Issue 5

Dec. 2014

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Liu Jing, Xu Zhisheng. EXPERIMENTAL STUDY ON FIRE RESISTANCE OF PBK PANELS FOR LIGHT INTERIOR PARTITION WALL[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 33-35. doi: 10.13204/j.gyjz200404010

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Luo Yaozhi, Wu Xuancheng, Shen Yanbin, Hu Ning. CURRENT STATUS AND IMPERFECTION ANALYSIS OF LATTICED SHELL STRUCTURES OF INDOOR COAL STORAGE YARD[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 88-91. doi: 10.13204/j.gyjz200505023

Liu Jing, Xu Zhisheng. EXPERIMENTAL STUDY ON FIRE RESISTANCE OF PBK PANELS FOR LIGHT INTERIOR PARTITION WALL[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 33-35. doi: 10.13204/j.gyjz200404010

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CURRENT STATUS AND IMPERFECTION ANALYSIS OF LATTICED SHELL STRUCTURES OF INDOOR COAL STORAGE YARD

doi: 10.13204/j.gyjz200505023

1.
Research Center of Space Structure of Zhejiang University Hangzhou 310027

Received Date: 2005-01-04
Publish Date: 2005-05-20

Abstract

Abstract

Cylindrical latticed sheel structures are widely used in indoor coal storage yard of the power palnt.However,due to the rusty atmosphere and the gravity of the coal,the rusty and bending bars appeared in the use of the structures.If there are too many members have seriously rusted and bent,the safety of the structures will be greatly decreased and even be collapsed.Taking the example of a practical engineering,this paper studied the influence of imperfection to the strength and stability of structures and established a model for calculating the corrosion and bending of members.In the final,the paper introduced the method of calculating the bearing capacity of this kind of structures with a random imperfection model.
- latticed sheel structure,
- imperfection analysis,
- rust,
- initial bending,
- equivalent stiffness

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References(9)

References

罗尧治,葛玮.大型三心圆柱面网壳结构体型优化.第一届结构与地基国际学术研讨会论文集,杭州:1994.320～325;

[2] 罗尧治,胡宁,沈雁彬.108m跨度网壳结构的设计.第二届现代结构工程学术研讨会,2002.171～177;

[3] 尹德钰,刘善维,严慧,罗尧治.耒阳电厂干煤棚倒塌事故意见.2000;

[4] 李金桂,赵闺彦.腐蚀和腐蚀控制手册.北京:国防工业出版社,1988;

[5] 惠云玲,林志伸.锈蚀钢筋性能试验研究分析.工业建筑,1997,27(6):10～13;

[6] 浙江大学空间结构研究中心.湖南石门电厂干煤棚结构安全性评估报告.2001;

[7] 浙江大学空间结构研究中心.湖南湘潭电厂干煤棚结构安全性评估报告.2001;

[8] 罗尧治,符刚,等.两端简支弯曲杆件的等效刚度、稳定性计算公式.钢结构,2003(2):53～55;

[9] 王惠刚.计算机仿真原理及应用.北京:国防科技大学出版社,1994

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