Optimal Design of Inelastic Cable Structures,

Abstract

A nonlinear behaviour modelling of prestressed cable structures is firstly recalled, as dealt with in a previous paper and peculiar features of such structures are discussed. So, the important role played by pretension state is emphasized. Accordingly, optimum design problem is formulated assuming a cost function of pretension forces only. Optimality criterion is found by means of Langrangian multiplier method. (Author)

Document Details

Document Type
Technical Report
Publication Date
Jan 01, 1981
Accession Number
ADP000028

Entities

People

  • Carlo Cinquini
  • Roberto Contro

Organizations

  • University of Pavia

Tags

Fields of Study

  • Engineering

Readers

  • Operations Research
  • Structural Health Monitoring of Composite Structures.
  • Systems Analysis and Design