STRUCTURAL DESIGN OF MEGA SPATIAL STEEL TUBE ELLIPTICAL ARCH

Tang Xingrong; Mao Xiaoyong; Gu Qiang; Yu Anlin

doi:10.13204/j.gyjz200806024

Volume 38 Issue 6

Dec. 2014

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Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(6): 92-95,29

Shu Ganping, Zheng Baofeng, Shen Xiaoming. IN- PLANE STABILITY DESIGN METHOD OF STAINLESS STEEL BEAM- COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 41-44. doi: 10.13204/j.gyjz2011205006

Citation:

Tang Xingrong, Mao Xiaoyong, Gu Qiang, Yu Anlin. STRUCTURAL DESIGN OF MEGA SPATIAL STEEL TUBE ELLIPTICAL ARCH[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 92-95,29. doi: 10.13204/j.gyjz200806024

Shu Ganping, Zheng Baofeng, Shen Xiaoming. IN- PLANE STABILITY DESIGN METHOD OF STAINLESS STEEL BEAM- COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 41-44. doi: 10.13204/j.gyjz2011205006

Citation:

Tang Xingrong, Mao Xiaoyong, Gu Qiang, Yu Anlin. STRUCTURAL DESIGN OF MEGA SPATIAL STEEL TUBE ELLIPTICAL ARCH[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 92-95,29. doi: 10.13204/j.gyjz200806024

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STRUCTURAL DESIGN OF MEGA SPATIAL STEEL TUBE ELLIPTICAL ARCH

doi: 10.13204/j.gyjz200806024

1.
Jiangsu Key Laboratory of Structure Engineering,Suzhou University of Science and Technology Suzhou 215011

Received Date: 2007-09-10
Publish Date: 2008-06-20

Abstract

Abstract

Suzhou Hope Door is connected to a whole one by the pile foundation,big and small elliptical arches and cables,which influence and restrict each other under static and dynamic loads.The design theory and method of this special type of steel structure are summarized,as well as the design recommendations for this type of structure are proposed.
- elliptical arch,
- cable,
- structural analysis,
- structural design

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References(4)

References

仝德丰,杨建刚,吴京. 南京世纪塔结构设计综合研究[J].建筑结构,2003,(06):35-39.

[2] GB 50009-2001.建筑结构荷载规范[S].

[3] JGJ 138-2001.型钢混凝土组合结构技术规程[S].

[4] JGJ 94-1994.建筑桩基础技术规程[S].

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