A mathematical programming method for the inelastic analysis of reinforced concrete frames

Ikuyo Kaneko

Research output: Contribution to journalArticlepeer-review

11 Citations (Scopus)

Abstract

A mathematical programming method is presented for solving problems of (i) determining the moments and rotations and (ii) determining the safety factor of reinforced concrete frames. The proposed method is essentially a reformulation of those developed by De Donato and Maier. However, the reformulation results in a new mathematical programming model for which an efficient algorithm is developed. The advantage of the proposed method is mainly computational; in fact it requires roughly one half computer time and storage space as compared with those De Donato and Maier employ to solve the same problem.

Original languageEnglish
Pages (from-to)1137-1154
Number of pages18
JournalInternational Journal for Numerical Methods in Engineering
Volume11
Issue number7
DOIs
Publication statusPublished - 1977

ASJC Scopus subject areas

  • Numerical Analysis
  • Engineering(all)
  • Applied Mathematics

Fingerprint Dive into the research topics of 'A mathematical programming method for the inelastic analysis of reinforced concrete frames'. Together they form a unique fingerprint.

Cite this