Abstract
Numerical solutions for the buckling capacity of URM compression members subjected to out-of-plane lateral loads are presented. The impact of bending on buckling capacity is illustrated, and the interaction between critical load and out-of-plane bending is discussed.
| Original language | English (US) |
|---|---|
| Title of host publication | Structures Congress - Proceedings |
| Publisher | ASCE |
| Pages | 121-124 |
| Number of pages | 4 |
| State | Published - Dec 1 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 |