Discussion on Limit Values of Axial Compression Ratio of Steel Reinforced Concrete Columns

The limit values of axial compression ratio of reinforced concrete columns and steel reinforced concrete columns are introduced, and through the test, the influences of axial compression ratio on seismic ductility of SRC columns are analyzed. The limited values of axial compression ratio of the columns are obtained, corresponding to different stirrup ratios at a certain level of displacement ductility.

Language

  • English

Media Info

  • Media Type: Digital/other
  • Pagination: pp 209-213
  • Monograph Title: Civil Engineering and Urban Planning 2012

Subject/Index Terms

Filing Info

  • Accession Number: 01502504
  • Record Type: Publication
  • ISBN: 9780784412435
  • Files: TRIS, ASCE
  • Created Date: Nov 12 2013 2:32PM