Transient Response of Long Structural Members.
Abstract
A technique is set forth by which the dynamic response can be found for long structural members with arbitrary axial variations in applied loading, geometry, and material. This simple procedure reduces the long member analysis to that of a member of finite length. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Jan 01, 1980
- Accession Number
- ADA119600
Entities
People
- D. Hsu
- W. D. Pilkey
Organizations
- University of Virginia