Structural behavior of timber beams with a modulus of elasticity represented by a random field
A stochastic model of the structural behavior of a Eucalyptus grandis timber beam is herein presented. Three strength classes obtained according to the the criterion of the Argentinean standard IRAM 9662-2:2006 are studied. The Modulus of Elasticity (MOE) is considered as a random field. The MOE un...
| Autores principales: | García, Diego Alberto, Piter, Juan Carlos Jesús, Escalante, Mario Raúl, Rosales, Marta Beatriz |
|---|---|
| Formato: | Artículo acceptedVersion |
| Lenguaje: | Inglés |
| Publicado: |
2021
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| Materias: | |
| Acceso en línea: | http://hdl.handle.net/20.500.12272/4725 |
| Aporte de: |
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