Zobrazeno 1 - 10
of 60
pro vyhledávání: '"Anti-Funicular"'
Autor:
i Ginovart, Josep Lluis1 jlluis@uic.es, Lluis-Terue, Cinta1, Coll-Pla, Sergio2, Costa-Jover, Agustí2
Publikováno v:
Revista Ingeniería de Construcción. ago 2021, Vol. 36 Issue 2, p210-221. 12p.
Publikováno v:
Revista ingeniería de construcción v.36 n.2 2021
SciELO Chile
CONICYT Chile
instacron:CONICYT
SciELO Chile
CONICYT Chile
instacron:CONICYT
In the Aran Valley there is a group of Romanesque churches built between the 11th and 13th centuries characterised by their large deformations, in some cases exceeding 7% of their original condition. The research shows the results of the geometric st
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3056::2b601f2e0935019d3ef4492faa8f8079
http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-50732021000200210
http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-50732021000200210
Autor:
João Fonseca, Clemente Pinto
Publikováno v:
Structures. 23:472-480
This paper presents an analysis on the effect of the initial form-finding models properties on the shape of shells with free edges, and consequently on the structural behaviour concerning force paths and buckling. The stiffness distribution of these
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c7fe0a1242bebe6a84bafdd8920d7ac1
https://doi.org/10.1016/j.istruc.2019.10.024
https://doi.org/10.1016/j.istruc.2019.10.024
Akademický článek
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Publikováno v:
Curved and Layered Structures, Vol 8, Iss 1, Pp 327-336 (2021)
In the specific case of curved cable-stayed bridges, the horizontal component of the load introduced by the stay cables on the deck is variable, concentric and dependent on the connection configuration between the tower and the cables, becoming a cha
Externí odkaz:
https://doaj.org/article/19c5191c5dda488a834cd4bacae84e46
Publikováno v:
Curved and Layered Structures, Vol 8, Iss 1, Pp 327-336 (2021)
In the specific case of curved cable-stayed bridges, the horizontal component of the load introduced by the stay cables on the deck is variable, concentric and dependent on the connection configuration between the tower and the cables, becoming a cha
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5436ca18dd9a1b26bd729c0d0190e7c7
https://doaj.org/article/19c5191c5dda488a834cd4bacae84e46
https://doaj.org/article/19c5191c5dda488a834cd4bacae84e46
Autor:
Pomares Torres, Juan Carlos1 (AUTHOR) jc.pomares@ua.es, González Sánchez, Antonio1 (AUTHOR), Pereiro‐Barceló, Javier1 (AUTHOR), Saura Gómez, Pascual2 (AUTHOR), Torres, Benjamín1 (AUTHOR)
Publikováno v:
Structural Concrete. Oct2022, Vol. 23 Issue 5, p2878-2894. 17p.
Autor:
Santos, João Pedro Pires dos
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Agência para a Sociedade do Conhecimento (UMIC)-FCT-Sociedade da Informação
instacron:RCAAP
Agência para a Sociedade do Conhecimento (UMIC)-FCT-Sociedade da Informação
instacron:RCAAP
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Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3056::321544d6e8a752c3f9ab7714b6598a0a
Akademický článek
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