THE BENDING OF COLUMNS UNDER AXIAL LOADS OF RANDOM ECCENTRICITY
Abstract
An initially straight, homogeneous, isotropic, elastic column is subjected to axial loads whose location with respect to the center line of the column is given by a random eccentricity at each end. Methods are advanced which, on the basis of assumptions concerning the statistical distribution of the eccentricities, provide answers to the following questions: (1) What is the probability that the maximum transverse column displacement occurs in a given interval of the column. (2) For a given load (or for a given absolute midspan displacement,) what is the probability that the absolute midspan displacement (or load) lies between preassigned bounds. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- May 22, 1961
- Accession Number
- AD0258422
Entities
People
- William E. Boyce
Organizations
- Rensselaer Polytechnic Institute