Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Eva Oller Ibars"'
Publikováno v:
Hormigón y Acero.
The new version of Eurocode 2 will include for the first time an informative annex, Annex R “Embedded FRP reinforcement”, to design reinforced concrete structures with fibre reinforced polymer (FRP) reinforcement. FRP embedded reinforcement has s
Publikováno v:
Hormigón y Acero. 72:31-37
Los procedimientos actuales de dimensionamiento a flexión de elementos de hormigón armado, basados en la comprobación de estado límite último (ELU), proporcionan suficiente resistencia para soportar las cargas de diseño con un canto reduc
Publikováno v:
Hormigón y Acero.
Al diseñar una solución de refuerzo estructural, se debe evaluar la influencia del estado tenso-deformacional previo de la estructura en la capacidad portante de la misma después del refuerzo. Además, las intervenciones de refuerzo pueden involuc
Publikováno v:
Recercat. Dipósit de la Recerca de Catalunya
instname
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
instname
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
In this paper, a fibre beam model previously developed by the authors for the nonlinear analysis of strengthened elements, including the effects of shear, is used to predict the response of reinforced concrete (RC) beams strengthened in shear with fi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::562069fc9826cbe7cde7cbe0f4131281
https://hdl.handle.net/2117/122938
https://hdl.handle.net/2117/122938
Publikováno v:
Journal of Composites for Construction. 13:384-393
According to the available experimental work, the most common failure in existing structures strengthened by plate bonding is the laminate peeling off. In the last few years, an important effort in the development of mathematical models to avoid prem
Publikováno v:
Journal of Composites for Construction. 13:35-44
Experimental results of externally bonded strengthened beams, available to date in the literature, have shown the existence of some types of brittle failures that involve the premature laminate debonding before reaching the design load. Since the des
Autor:
Antonio Ricardo Marí Bernat, Jesús Miguel Bairán García, Antoni Cladera Bohigas, Noemí Duarte Gómez, Eva Oller Ibars
Publikováno v:
Recercat. Dipósit de la Recerca de Catalunya
Universitat Jaume I
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Universitat Jaume I
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Resumen La Instruccion Espanola de Hormigon Estructural EHE-08 fue el resultado de una profunda revision de la anterior Instruccion EHE-98, sobre la que se realizaron numerosas modificaciones orientadas a adaptar la Instruccion al actual marco normat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4bdf652f2a000e92a7ffe9e89f88dcde
http://hdl.handle.net/2117/24330
http://hdl.handle.net/2117/24330
Publikováno v:
Structural Concrete; Jun2007, Vol. 8 Issue 2, p104-104, 1p, 3 Color Photographs
This book presents the proceedings of the fib Symposium “Building for the future: Durable, Sustainable, Resilient”, held in Istanbul, Turkey, on 5–7 June 2023. The book covers topics such as concrete and innovative materials, structural perfo
This book presents the proceedings of the fib Symposium “Building for the future: Durable, Sustainable, Resilient”, held in Istanbul, Turkey, on 5–7 June 2023. The book covers topics such as concrete and innovative materials, structural perfo