Tong Genshu, Shao Feng. TORSIONAL RESTRAINT ON PURLINS BY CORRUGATED STEEL SHEET[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 111-115,134. doi: 10.13204/j.gyjz201003025
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
Tong Genshu, Shao Feng. TORSIONAL RESTRAINT ON PURLINS BY CORRUGATED STEEL SHEET[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 111-115,134. doi: 10.13204/j.gyjz201003025
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
STRUCTURAL DESIGN OF MEGA SPATIAL STEEL TUBE ELLIPTICAL ARCH
Received Date: 2007-09-10
Publish Date:
2008-06-20
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.
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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