LIMIT VALUE OF AXIAL COMPRESSION RATIO OF SRC COLUMN WITH H-SHAPED OR CROSS STEEL SECTION

Su Yi; Cheng Wenrang

doi:10.13204/j.gyjz200602025

Volume 36 Issue 2

Dec. 2014

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Su Yi, Cheng Wenrang. LIMIT VALUE OF AXIAL COMPRESSION RATIO OF SRC COLUMN WITH H-SHAPED OR CROSS STEEL SECTION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 85-87. doi: 10.13204/j.gyjz200602025

Citation:

Su Yi, Cheng Wenrang. LIMIT VALUE OF AXIAL COMPRESSION RATIO OF SRC COLUMN WITH H-SHAPED OR CROSS STEEL SECTION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 85-87. doi: 10.13204/j.gyjz200602025

Su Yi, Cheng Wenrang. LIMIT VALUE OF AXIAL COMPRESSION RATIO OF SRC COLUMN WITH H-SHAPED OR CROSS STEEL SECTION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 85-87. doi: 10.13204/j.gyjz200602025

Citation:

Su Yi, Cheng Wenrang. LIMIT VALUE OF AXIAL COMPRESSION RATIO OF SRC COLUMN WITH H-SHAPED OR CROSS STEEL SECTION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 85-87. doi: 10.13204/j.gyjz200602025

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LIMIT VALUE OF AXIAL COMPRESSION RATIO OF SRC COLUMN WITH H-SHAPED OR CROSS STEEL SECTION

doi: 10.13204/j.gyjz200602025

1.
Key Laboratory of Concrete and Prestressed Concrete Structure of Ministry of Education,Southeast University Nanjing 210096

Received Date: 2005-09-10
Publish Date: 2006-02-20

Abstract

Abstract

The paper gives out the condition of yielding first for the tension steel bar in the balanced failure of SRC column. The limit value formulae of axial compression ratio for SRC column are derived including to bend around strong axis and weak axis of H- shaped steel section. Based on these formulae, the paper puts forward the limit value formula of ax ial compression ratio of the cross steel section.
- SRC column,
- the limit