THE PARAMETRIC LINEAR COMPLEMENTARITY PROBLEM IN THE DE DONATO-MAIER ANALYSIS OF REINFORCED CONCRETE BEAMS

This paper reviews two structural engineering problems arising in the analysis of reinforced concrete beams. Based on the work of De Donato and Maier, the paper elucidates the role played by parametric linear complementarity in the structural analysis.

• Corporate Authors:

  Stanford University

  California Systems Optimization Laboratory
  Stanford, CA  United States  94305

  Office of Naval Research

  Department of the Navy, 800 North Quincy Street
  Arlington, VA  United States  22217

  National Science Foundation

  1800 G Street, NW
  Washington, DC  United States  20550

  Atomic Energy Commission

  ,    
• Authors:
  • Kaneko, I
• Publication Date: 1975-5

Media Info

• Pagination: 38 p.

Subject/Index Terms

• TRT Terms: Beams; Linearity; Loads; Mathematical matrices; Mathematical models; Mathematical programming; Reinforced concrete; Simplex method; Structural analysis; Structural engineering
• Uncontrolled Terms: Reinforced concrete beams
• Old TRIS Terms: Beams (Structural)
• Subject Areas: Bridges and other structures; Highways; Materials;

Filing Info

• Accession Number: 00093850
• Record Type: Publication
• Source Agency: National Technical Information Service
• Report/Paper Numbers: SOL-75-13 Final Rpt.
• Contract Numbers: N00014-75-C-0267,, NSFMPS71-03341
• Files: TRIS
• Created Date: Feb 4 1976 12:00AM