Transient Response of Continuous Elastic Structures.
Abstract
A general theory for the dynamic response of linear damped continuous structured members is formulated with a modal analysis. The theory applies to elastic or viscoelastic solids. Proportional and non-proportional damping are included. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Feb 01, 1977
- Accession Number
- ADA037001
Entities
People
- J. Strenkowski
- W. Pilkey
Organizations
- University of Virginia