Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Manuel Aenlle-López"'
Publikováno v:
Infrastructures, Vol 9, Iss 6, p 96 (2024)
Model correlation techniques are methods used to compare two different models, usually a numerical model and an experimental model. According to the structural dynamic modification theory, the experimental mode shapes estimated by modal analysis can
Externí odkaz:
https://doaj.org/article/478b599efb704456bef7266e1f4019f4
Autor:
Manuel Aenlle López, Pelayo Fernández, Adrián Álvarez-Vázquez, Natalia García-Fernández, Miguel Muñiz-Calvente
Publikováno v:
Journal of Sandwich Structures & Materials. 24:1771-1789
Due to the brittle nature of the glass, to study the response of glass elements subjected to dynamics loadings is of great interest, mainly when human injury resulting from glass breakage may occur. Laminated glass consists of two or more layers of m
This volume gathers the latest advances and innovations in the field of operational modal analysis and structural health monitoring, as presented at the 10th International Operational Modal Analysis Conference (IOMAC), held in Naples, Italy on May 22
This volume gathers the latest advances and innovations in the field of operational modal analysis and structural health monitoring, as presented at the 10th International Operational Modal Analysis Conference (IOMAC), held in Naples, Italy on May 22
Publikováno v:
Scopus
RUO. Repositorio Institucional de la Universidad de Oviedo
instname
Repositorio Abierto de la UdL
Universitad de Lleida
RUO. Repositorio Institucional de la Universidad de Oviedo
instname
Repositorio Abierto de la UdL
Universitad de Lleida
Laminated glass beams without metallic or polymeric reinforcements generally lack post-breakage strength and ductility. This paper aims to perform a comparative study by testing five different fully transparent laminated glass beam designs in order t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5fb081a4c8b12648a1d02fdf8d9932ac
https://hdl.handle.net/10459.1/71886
https://hdl.handle.net/10459.1/71886
Publikováno v:
Scopus
RUO: Repositorio Institucional de la Universidad de Oviedo
Universidad de Oviedo (UNIOVI)
RUO. Repositorio Institucional de la Universidad de Oviedo
instname
RUO: Repositorio Institucional de la Universidad de Oviedo
Universidad de Oviedo (UNIOVI)
RUO. Repositorio Institucional de la Universidad de Oviedo
instname
The critical buckling loads of laminated glass panels are time and temperature dependent because the mechanical behavior of these elements is governed by the material properties of the interlayers, which exhibit a viscoelastic behavior. Although stru
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1f77ce2852987890e3798a96378a1a2a
http://hdl.handle.net/10651/56353
http://hdl.handle.net/10651/56353