A Rationalization of Mode Approximations for Dynamically Loaded Rigid-Plastic Structures Based on a Simple Model.
Abstract
A simple two degree of freedom viscoplastic beam is considered. The dynamic response of the model to impulsive and constant loading is plotted in the space in a manner which illustrates methods by which the response can be approximated. The generalization of the results to continuous structures is discussed. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Feb 01, 1973
- Accession Number
- AD0773118
Entities
People
- C. T. Chon
- J. B. Martin
Organizations
- Brown University