MODELLING OF R/C JOINTS UNDER CYCLIC EXCITATIONS

An accurate and efficient analytical model describing the hysteretic behavior of R/C beam-column joints subjected to random cyclic excitations is presented. The model takes into account the cyclic bond deterioration along anchored bars as well as the hysteretic behavior of cracked R/C sections at beam-column interfaces, thus allowing consideration of the interaction between the two end sections of the joint.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/07339445
• Corporate Authors:

  American Society of Civil Engineers

  345 East 47th Street
  New York, NY  United States  10017-2398
• Authors:
  • Filippou, F C
  • Popov, E P
  • Bertero, V V
• Publication Date: 1983-11

Media Info

• Features: References;
• Pagination: p. 2666-84
• Serial:
  • Journal of Structural Engineering
  • Volume: 109
  • Issue Number: 11
  • Publisher: American Society of Civil Engineers
  • ISSN: 0733-9445
  • Serial URL: http://ascelibrary.org/loi/jsendh

Subject/Index Terms

• TRT Terms: Beams; Bonding; Columns; Concrete construction; Deterioration; Hysteresis; Joints; Mathematical models; Structural analysis
• Old TRIS Terms: Beams and girders; Joint
• Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;

Filing Info

• Accession Number: 00384799
• Record Type: Publication
• Source Agency: Engineering Index
• Files: TRIS
• Created Date: May 30 1984 12:00AM