Experimental Testing of Wood Framed Walls with Available Materials in Costa Rica

 

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Detalles Bibliográficos
Autor: González Beltrán, Guillermo
Formato: artículo original
Estado:Versión publicada
Fecha de Publicación:2023
Descripción:This paper presents a research study about timber shear walls, with materials commercially available in Costa Rica. With new developments in engineered timber, the Costa Rican Seismic Code included a chapter on timber structures, defining diaphragms and shear walls as part of the lateral resisting system.  A research study was then carried out, with the objective of determining the structural behavior of a typical shear wall. Twelve specimens were constructed and tested, varying the nail spacing and anchorage system. The specimens were tested with monotonic and cyclic loading procedures according to ASTM E564 and ASTM E2126 respectively. It was found that the specimens can develop an adequate shear strength and stiffness if the end studs are adequately anchored to the foundation. These results are an important input for the Costa Rican Seismic Code and for the development of engineered timber in Costa Rica.
País:Portal de Revistas UCR
Institución:Universidad de Costa Rica
Repositorio:Portal de Revistas UCR
Lenguaje:Español
Inglés
OAI Identifier:oai:portal.ucr.ac.cr:article/52390
Acceso en línea:https://revistas.ucr.ac.cr/index.php/ingenieria/article/view/52390
Palabra clave:Ductilidad de muros con marcos de madera
Ensayos cíclicos de paredes con marcos de madera
Ensayos monotónicos de paredes con marcos de madera
Muros con marcos de madera
Muros de cortante de madera
Cyclic testing of wood framed walls
Ductility of wood framed walls
Monotonic testing of wood framed walls
Timber shear walls
Wood framed walls