Abstract
This note describes some interactions that can occur between stress resultants in elastic, three-dimensional structures when geometric (beam-column) nonlinearities are considered. These effects generalize the well-known two-dimensional effect of the axial load upon bending stiffness when beam-column theory is employed. Material nonlinearities are not considered.
Original language | English (US) |
---|---|
Pages (from-to) | 1073-1075 |
Number of pages | 3 |
Journal | Journal of Structural Engineering |
Volume | 125 |
Issue number | 9 |
DOIs | |
State | Published - Sep 1999 |
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Building and Construction
- General Materials Science
- Mechanics of Materials
- Mechanical Engineering