A GENERAL PROCEDURE FOR THE ANALYSIS OF ELASTIC AND PLASTIC FRAMEWORKS.
Abstract
A general procedure is presented for tracing the load-deflection characteristics of frameworks loaded through the elastic range to the plastic collapse stage. An iterative analysis procedure is employed in which the load-displacement characteristics of the structure are linearized over finite loading increments. Consecutive non-proportional load systems consisting of any arrangement of concentrated member and joint loads are considered. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Aug 01, 1967
- Accession Number
- AD0658534
Entities
People
- Glenn A. Morris
- Steven J. Fenves
Organizations
- University of Illinois Urbana–Champaign