STRENGTH, DUCTILITY, AND RELIABILITY OF HIGH STRENGTH CONCRETE (HSC) COLUMNS

A comprehensive study on the strength, ductility, and reliability of high strength concrete (HSC) columns is presented. The in situ strength of HSC, confinement models, strength models for stocky and slender columns, load effects, and the probabilistic assessment of the reliability of HSC columns designed according to the ACI Code are discussed. Finally, design recommendations are suggested.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/0784404194
• Corporate Authors:

  American Society of Civil Engineers

  1801 Alexander Bell Drive
  Reston, VA  United States  20191-4400
• Authors:
  • Diniz, S M
  • Frangopol, D M
• Conference:
  • First Engineering Foundation Conference on High Strength Concrete
  • Location: Kona, Hawaii
  • Date: 1997-7-13 to 1997-7-18
• Publication Date: 1999

Language

• English

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 187-200

Subject/Index Terms

• TRT Terms: Columns; Design; Ductility; High strength concrete; Loads; Reliability (Statistics); Shape; Strength of materials; Structural models
• Subject Areas: Bridges and other structures; Data and Information Technology; Design; Highways; Materials; I24: Design of Bridges and Retaining Walls; I32: Concrete;

Filing Info

• Accession Number: 00778452
• Record Type: Publication
• ISBN: 0784404194
• Files: TRIS
• Created Date: Nov 24 1999 12:00AM