RESPONSE OF ELASTIC STRUCTURE TO RANDOM EXCITA TIONS OF VARIOUS CORRELATIONS,
Abstract
It is shown that it is possible to determine the response of a linear continuous structure (can tilever beam) to random loadings of various cor relations by a semiexperimental method. The mathematical aspect of the problem is stated. The spatial transfer function representing the dynamic characteristics of the structure is de termined experimentally by a cross-correlation technique. The resp e to various correlated loadings is computed and a comparison is made with the response determined experimentally. The effect of the correlation is noted. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Aug 01, 1963
- Accession Number
- AD0418302
Entities
People
- Marc R.p. Trubert
Organizations
- University of Florida