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Volume 34 Issue 1
Dec.  2014
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Article Contents
Lu Hui, Han Linhai. CALCULATIONS OF FLEXURAL STIFFNESS OF CONCRETE-FILLED STEEL TUBES WITH CIRCULAR SECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 1-5. doi: 10.13204/j.gyjz200401001
Citation: Lu Hui, Han Linhai. CALCULATIONS OF FLEXURAL STIFFNESS OF CONCRETE-FILLED STEEL TUBES WITH CIRCULAR SECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 1-5. doi: 10.13204/j.gyjz200401001

CALCULATIONS OF FLEXURAL STIFFNESS OF CONCRETE-FILLED STEEL TUBES WITH CIRCULAR SECTIONS

doi: 10.13204/j.gyjz200401001
  • Received Date: 2003-08-30
  • Publish Date: 2004-01-20
  • Tests of six circular concrete-filled steel tubes subjected to pure bending were carried out.The difference between the initial flexural stiffness and the serviceability-level flexural stiffness of the experimental results was compared and discussed.The experimental results were compared with other relative research results and design codes both at home and abroad.The calculation method of the flexural stiffness of circular concrete-filled steel tube was discussed.
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