EXPERIMENTAL STUDY AND DESIGN RECOMMENDATIONS OF SPATIAL STEEL FRAME CONCRETE COLUMN

Tang Xingrong

doi:10.13204/j.gyjz200409021

Volume 34 Issue 9

Dec. 2014

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Tang Xingrong. EXPERIMENTAL STUDY AND DESIGN RECOMMENDATIONS OF SPATIAL STEEL FRAME CONCRETE COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 70-73. doi: 10.13204/j.gyjz200409021

Citation:

Tang Xingrong. EXPERIMENTAL STUDY AND DESIGN RECOMMENDATIONS OF SPATIAL STEEL FRAME CONCRETE COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 70-73. doi: 10.13204/j.gyjz200409021

Tang Xingrong. EXPERIMENTAL STUDY AND DESIGN RECOMMENDATIONS OF SPATIAL STEEL FRAME CONCRETE COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 70-73. doi: 10.13204/j.gyjz200409021

Citation:

Tang Xingrong. EXPERIMENTAL STUDY AND DESIGN RECOMMENDATIONS OF SPATIAL STEEL FRAME CONCRETE COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 70-73. doi: 10.13204/j.gyjz200409021

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EXPERIMENTAL STUDY AND DESIGN RECOMMENDATIONS OF SPATIAL STEEL FRAME CONCRETE COLUMN

doi: 10.13204/j.gyjz200409021

Tang Xingrong

1.
Suzhou Univ.of Science and Technology Suzhou 215011

Received Date: 2003-12-20
Publish Date: 2004-09-20

Abstract

Abstract

Based on compared experiment study of 2 spatial steel frame concrete short columns and 1 reinforced concrete short column subjected to ax ial load, as well as that of 4 spatial steel frame concrete short columns subjected to eccentric load, the failure characteristics of space steel frame concrete short column are analyzed, at the same time, its design andcalculation method and configuration are also proposed.
- steel frame,
- concrete column,
- method of design and calculation