Zobrazeno 1 - 10
of 38
pro vyhledávání: '"José Manuel Cabrero"'
Publikováno v:
CivilEng, Vol 3, Iss 3, Pp 610-629 (2022)
Cross laminated timber (CLT) is becoming increasingly popular in timber construction due to its versatility. However, its structural anistropy requires the application of particular concepts and design methods. The article on hand presents the result
Externí odkaz:
https://doaj.org/article/53b163b1facf41e99b55ecbb2a0096b7
This study presents the analysis of the methodology of a seismic exposure model in Guatemala City. In the last years, progress in the investigation of regional seismic hazards has revealed the need to study the vulnerability of the buildings in Centr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::840a95eb568a66f4b59b89df23158027
https://doi.org/10.21203/rs.3.rs-1777647/v1
https://doi.org/10.21203/rs.3.rs-1777647/v1
Publikováno v:
Engineering structures, vol. 266, pp. 1-11, 2022.
Engineering structures, str. 1-11 : Ilustr., Vol. 266, Sep. 2022
COBISS-ID: 23165701
Dadun. Depósito Académico Digital de la Universidad de Navarra
Consejo Superior de Investigaciones Científicas (CSIC)
Engineering structures, str. 1-11 : Ilustr., Vol. 266, Sep. 2022
COBISS-ID: 23165701
Dadun. Depósito Académico Digital de la Universidad de Navarra
Consejo Superior de Investigaciones Científicas (CSIC)
The performance of structural timber connections is of utmost importance since they control the global response of the building. A ductile failure mechanism on the global scale is desirable, especially in the design of structures in seismic areas, wh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f662ff6b6e9d776d735552ea3a15be8c
https://dirros.openscience.si/Dokument.php?id=21024&dn=
https://dirros.openscience.si/Dokument.php?id=21024&dn=
Autor:
Raúl Araya, Alfredo Guillaumet, Ângela do Valle, María del Pilar Duque, Guillermo Gonzalez, José Manuel Cabrero, Enrique De León, Francisco Castro, Carmen Gutierrez, João Negrão, Laura Moya, Pablo Guindos
Publikováno v:
Sustainability; Volume 14; Issue 3; Pages: 1170
Sustainability, Vol 14, Iss 1170, p 1170 (2022)
Sustainability, Vol 14, Iss 1170, p 1170 (2022)
This article presents the latest developments of the Spanish- and Portuguese-speaking countries of Europe and Latin America towards the development of sustainable timber construction. As most regions related to these countries have not traditionally
Publikováno v:
Construction and Building Materials. 216:296-313
The multiple shear connection with slotted-in steel plates and dowel-type fasteners is a very efficient timber joint for large timber cross sections. It is used in practice, mainly due to its high capacity and its better performance under fire. Howev
Publikováno v:
Wood Material Science & Engineering. 14:298-311
Dowel-type connections in timber structures should be typically designed in a way that, if the load bearing capacity is exceeded, desirable ductile failure should likely occur, i.e. yielding of the metal dowel or embedment of the timber. However, the
Publikováno v:
1st Croatian Conference on Earthquake Engineering.
Autor:
Borja Iñaki Iraola Sáenz, José Manuel Cabrero, Ignacio Arteaga, Mar Basterrechea-Arévalo, Ecoe Ediciones
Proyectar la Física. Física de la construcción, apuntes para arquitectos se centra en la aplicabilidad práctica de los conceptos, especialmente en la interacción con la Arquitectura. Estos apuntes sirven como apoyo para el estudiante, por lo cua
Publikováno v:
Dadun. Depósito Académico Digital de la Universidad de Navarra
Consejo Superior de Investigaciones Científicas (CSIC)
Scopus
RUO. Repositorio Institucional de la Universidad de Oviedo
instname
Consejo Superior de Investigaciones Científicas (CSIC)
Scopus
RUO. Repositorio Institucional de la Universidad de Oviedo
instname
Finite element models tend to overestimate the actual elastic response of structural timber connections. The paper shows how such overprediction relates to the modelling of the contact between fasteners and timber. The use of a control parameter call
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::01ef1308deab434e0ff0a70d8e642ea1
https://hdl.handle.net/10171/63424
https://hdl.handle.net/10171/63424
Publikováno v:
Engineering Structures. 170:135-145
Designing a timber connection which is buildable with minimum errors has been considered the most difficult aspect of a timber design. Although many studies have been conducted in the past on various aspects of the usability of Eurocode 5, the author