STRUCTURAL DESIGN OF A LONG-SPAN AND ARCHED STEEL CANOPY WITHOUT COLUMN ON PLATFORM IN TAIZHOU RAILWAY STATION

Li Jianfen; Wu Dongfeng; Wang Yan

doi:10.13204/j.gyjz2001411033

Volume 44 Issue 11

Jan. 2015

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2014 > 44(11): 168-171

Gao Danying, Zhang Junwei. EXPERIMENTAL INVESTIGATION ON SEISMIC BEHAVIOR OF STEEL FIBER REINFORCED HIGH- STRENGTH CONCRETE FRAME EXTERIOR JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 84-89,28. doi: 10.13204/j.gyjz2011205015

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Li Jianfen, Wu Dongfeng, Wang Yan. STRUCTURAL DESIGN OF A LONG-SPAN AND ARCHED STEEL CANOPY WITHOUT COLUMN ON PLATFORM IN TAIZHOU RAILWAY STATION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 168-171. doi: 10.13204/j.gyjz2001411033

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STRUCTURAL DESIGN OF A LONG-SPAN AND ARCHED STEEL CANOPY WITHOUT COLUMN ON PLATFORM IN TAIZHOU RAILWAY STATION

doi: 10.13204/j.gyjz2001411033

Publish Date: 2014-11-15

Abstract

Abstract

For a long-span and arched steel canopy without column on platform in Taizhou railway station，the steel pipe column filled with concrete and steel pipe truss with inverse triangle section were used for its main structural system． As a sensitive system to wind load，engineering design parameters were determined through wind tunnel test and vibration analysis; the internal forces were analyzed by three-dimensional finite element model，including temperature action and the influence of horizontal propulsive force on the long-span arched steel canopy; and the entire stability was studied; through rational support system，the structural stiffness was ensured also．
- steel canopy,
- long span,
- arched pipe truss,
- wind tunnel test,
- structural design

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