Abstract
The behavior and load-carrying capacity of laterally braced geometrically imperfect inelastic columns under uniform compression are numerically studied by using the pseudo load method of inelastic analysis. Based on the results, observations in regard to the inelastic response of braced compression members are made.
| Original language | English (US) |
|---|---|
| Title of host publication | Structures Congress - Proceedings |
| Publisher | American Society of Civil Engineers (ASCE) |
| Pages | 434-437 |
| Number of pages | 4 |
| State | Published - 1999 |
| Event | Proceedings of the 1999 Strutures Congress 'Structural Engineering in the 21st Century - New Orleans, LA, USA Duration: Apr 18 1999 → Apr 21 1999 |
Other
| Other | Proceedings of the 1999 Strutures Congress 'Structural Engineering in the 21st Century |
|---|---|
| City | New Orleans, LA, USA |
| Period | 4/18/99 → 4/21/99 |
ASJC Scopus subject areas
- Building and Construction
- Architecture