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Estimación de la sobrecarga de tabiquería en estructuras de edificación residencial
(2004)
[Resumen] El estudio aquí esbozado pretende abordar la problemática de la estimación de acciones gravitatorias derivadas de la tabiquería en el ámbito de la edificación residencial. En su desarrollo se han contemplado las ...
Application of a new system of self-tensioning to the design of large-span wood floor framings
(ASCE - American Society of Civil Engineers, 2016)
[Abstract]This study describes a self-tensioning system in which the gravitational loads acting on a horizontal structural element are automatically converted to a post-tensioning force on that component. The self-tensioning ...
Análisis del rendimiento estructural de vigas Vierendeel
(2003)
[Resúmen] El presente artículo aborda el análisis del rendimiento estructural de vigas Vierendeel. Dicha valoración se determina a través de dos índices, uno relativo al rendimiento resistente y otro al rendimiento global, ...
Consideraciones respecto al cálculo según el CTE de muros de fábrica sometidos a cargas laterales
(2007)
[Resumen] En el artículo se aborda el planteamiento propuesto por el Código Técnico de la Edificación respecto al análisis de solicitaciones en muros de fábrica sometidos a cargas laterales, incidiendo en problemas de ...
Museo del papel en Carballino. Una estructura de edificación singular
(2005)
[Resumen] El presente artículo recoge las principales características de
la estructura correspondiente al Museo del Papel en el Ay u n t amiento
de Carballino (Orense). Se trata de una propuesta singular
donde el elemento ...
Application of a New System of Self-Tensioning to the Design of Large-Span Wood Floor Framings
(ASCE, 2016)
[Abstract] This study describes a self-tensioning system in which the gravitational loads acting on a horizontal structural element are automatically converted to a posttensioning force on that component. The self-tensioning ...
Experimental analysis of pretensioned CLT-glulam T-section beams
(2018)
The bending behavior of T-section beams composed of a glulam web and an upper cross-laminated timber flange was studied. The influence of two fundamental factors on the bending strength and stiffness was considered: the ...
Self-tensioning system for long-span wooden structural floors
(Elsevier, 2016)
[Abstract] A patented self-tensioning system for long-span wooden structural floors is described that increases the performance of the deflected sections in terms of both resistance and deformation. The system is based on ...
Self-tensioning long-span T-shaped spruce and oak web floors with a CLT upper flange. An experimental approach
(Elsevier, 2018)
A device is described that makes it possible to automatically apply a post-tensioning force on deflected elements in response to applied gravitational loads. The behaviour of transverse T-section beams is analysed. They ...
Joints with bars glued-in softwood laminated timber subjected to climatic cycles
(Elsevier, 2018)
The effect of climatic cycles (extreme temperatures and humidity) on the performance of joints made with threaded steel rods glued by two-component epoxy adhesive in softwood glulam timber is studied. Short-term tests have ...