Zobrazeno 1 - 10
of 78
pro vyhledávání: '"Miguel Abambres"'
Autor:
Miguel Abambres, Eva O.L. Lantsoght
Publikováno v:
Fibers, Vol 7, Iss 10, p 88 (2019)
Comparing experimental results of the shear capacity of steel fiber-reinforced concrete (SFRC) beams without stirrups to the capacity predicted using current design equations and other available formulations shows that predicting the shear capacity o
Externí odkaz:
https://doaj.org/article/40d5bd52fdb147a788d4a41a78b9c343
Publikováno v:
Societies, Vol 9, Iss 3, p 57 (2019)
Though Brazilian academia claims equality, the sector has largely been referred to as non-meritocratic, and academic hiring is still inward-oriented. The Lattes platform, a public curricular information system, reflects elements of this protectionism
Externí odkaz:
https://doaj.org/article/329d7641dfc247609aa85d3b8d6a4564
Publikováno v:
Computers, Vol 8, Iss 1, p 2 (2018)
Cellular beams are an attractive option for the steel construction industry due to their versatility in terms of strength, size, and weight. Further benefits are the integration of services thereby reducing ceiling-to-floor depth (thus, building’s
Externí odkaz:
https://doaj.org/article/4eb27d9f074143b596b81b5166b4f345
Autor:
Miguel Abambres, Mário Rui Arruda
Publikováno v:
International Journal of Structural Integrity, 2016, Vol. 7, Issue 4, pp. 490-515.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/IJSI-07-2015-0020
Autor:
Miguel Abambres, Wai-Meng Quach
Publikováno v:
International Journal of Structural Integrity, 2016, Vol. 7, Issue 1, pp. 70-94.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/IJSI-12-2014-0070
Autor:
He J, Miguel Abambres
Headed studs are commonly used as shear connectors to transfer longitudinal shear force at the interface between steel and concrete in composite structures (e.g., bridge decks). Code-based equations for predicting the shear capacity of headed studs a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::839edb3f0ca8d64c43bcb36fc5118d2f
https://doi.org/10.36227/techrxiv.12645086.v2
https://doi.org/10.36227/techrxiv.12645086.v2
Autor:
He J, Miguel Abambres
Corrugated webs are used to increase the shear stability of steel webs of beam-like members and to eliminate the need of transverse stiffeners. Previously developed formulas for predicting the shear strength of trapezoidal corrugated steel webs, alon
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::792d8f58329430ca6510d0ff843c8db2
https://doi.org/10.36227/techrxiv.12645116
https://doi.org/10.36227/techrxiv.12645116
Autor:
Cabello A, Miguel Abambres
Artificial Intelligence is a cutting-edge technology expanding very quickly into every industry. It has made its way into structural engineering and it has shown its benefits in predicting structural performance as well as saving modelling and experi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::88b202b9404ea02eb0998811ff9fabef
https://doi.org/10.36227/techrxiv.12678371.v2
https://doi.org/10.36227/techrxiv.12678371.v2
Neural network-based formula for shear capacity prediction of one-way slabs under concentrated loads
Autor:
Lantsoght E, Miguel Abambres
According to the current codes and guidelines, shear assessment of existing reinforced concrete slab bridges sometimes leads to the conclusion that the bridge under consideration has insufficient shear capacity. The calculated shear capacity, however
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2b8ba91191d079289233a47518d1463b
https://doi.org/10.36227/techrxiv.12672191.v2
https://doi.org/10.36227/techrxiv.12672191.v2
Autor:
Lantsoght E, Miguel Abambres
When concrete is subjected to cycles of compression, its strength is lower than the statically determined concrete compressive strength. This reduction is typically expressed as a function of the number of cycles. In this work, we predict the reduced
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::16867b2f416987d20f226be6ef7c60ef
https://doi.org/10.36227/techrxiv.12672185.v1
https://doi.org/10.36227/techrxiv.12672185.v1