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.

• Record URL:
  https://doi.org/10.1061/9780784412435.037
• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/9780784412435
• Supplemental Notes:
  • © 2012 American Society of Civil Engineers.
• Corporate Authors:

  American Society of Civil Engineers

  1801 Alexander Bell Drive
  Reston, VA  United States  20191-4400
• Authors:
  • Li, Yunyun
  • Yang, Baosheng
• Conference:
  • International Conference On Civil Engineering And Urban Planning 2012
  • Location: Yantai , China
  • Date: 2012-8-12 to 2012-8-20
• Publication Date: 2012-7

Language

• English

Media Info

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

Subject/Index Terms

• TRT Terms: Axial compression; Columns; Ductility; Earthquake resistant design; Reinforced concrete; Reinforcing steel; Ultimate load design
• Subject Areas: Design; Highways; I24: Design of Bridges and Retaining Walls;

Filing Info

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