BUCKLING LOADS FOR TAPERED SLENDER ELASTIC COLUMNS.
Abstract
Elastic buckling loads are obtained for a family of tapered columns using the Vianello iteration method as refined by Newmark. The family of columns studied by Dinnik is generalized to include columns not symmetric about mid-length. An extensive table of buckling factors is compiled with the aid of a high speed digital computer. Some of Dinnik's results are found to be in error. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Jun 01, 1967
- Accession Number
- AD0822805
Entities
People
- Thomas A. Branch Jr
Organizations
- Naval Postgraduate School