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Publikováno v:
Forest Systems; Vol 18, No 2 (2009); 152-158
The use of maritime pine sawn timber in structural applications requires knowledge of its mechanical properties. Standards have changed, however, since the last research on this timber was performed. In the present study, 491 beams of maritime pine f
Publikováno v:
Repositorio de Resultados de Investigación del INIA
Instituto Nacional de Investigación y Tecnología Agraria y Alimentaria INIA
Forest Systems; Vol 18, No 2 (2009); 152-158
Forest Systems
Instituto Nacional de Tecnología Agraria y Alimentaria (INIA)
INIA: Repositorio de Resultados de Investigación del INIA
Instituto Nacional de Investigación y Tecnología Agraria y Alimentaria INIA
Forest Systems; Vol 18, No 2 (2009); 152-158
Forest Systems
Instituto Nacional de Tecnología Agraria y Alimentaria (INIA)
INIA: Repositorio de Resultados de Investigación del INIA
The use of maritime pine sawn timber in structural applications requires knowledge of its mechanical properties. Standards have changed, however, since the last research on this timber was performed. In the present study, 491 beams of maritime pine f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7854cccef2ae8809453d381df3946711
http://hdl.handle.net/20.500.12792/5731
http://hdl.handle.net/20.500.12792/5731
Publikováno v:
Spanish Journal of Agricultural Research; Vol 6, No 4 (2008); 508-520
This paper presents an analysis of carpentry joints between structural timber members based on numerical simulation. In conventional design, simplifying assumptions of the stress distribution and the transmission of forces on the contacting surfaces
Publikováno v:
Spanish Journal of Agricultural Research; Vol. 6 No. 4 (2008); 508-520
Spanish Journal of Agricultural Research; Vol. 6 Núm. 4 (2008); 508-520
SJAR. Spanish Journal of Agricultural Research
instname
Spanish Journal of Agricultural Research; Vol. 6 Núm. 4 (2008); 508-520
SJAR. Spanish Journal of Agricultural Research
instname
This paper presents an analysis of carpentry joints between structural timber members based on numerical simulation. In conventional design, simplifying assumptions of the stress distribution and the transmission of forces on the contacting surfaces