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) |
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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 |
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City | New Orleans, LA, USA |
Period | 4/18/99 → 4/21/99 |