Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Eva Olivia Leontien Lantsoght"'
Autor:
Alex Micael Dantas de Sousa, Eva Olivia Leontien Lantsoght, Daniel de Lima Araújo, Lisiane Pereira Prado, Mounir Khalil El Debs
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 16, Iss 3 (2023)
Abstract This study describes a set of recommendations to improve the precision of shear and punching shear capacity predictions for one-way slabs under concentrated loads, regardless of the governing failure mechanism, using the ABNT NBR 6118:2014 c
Externí odkaz:
https://doaj.org/article/f4eed6aec0804e4c8ce39cb2aa38a524
Publikováno v:
Buildings, Vol 13, Iss 2, p 434 (2023)
Reinforced concrete one-way slabs under concentrated loads can develop different shear failure mechanisms: as wide beams in one-way shear, punching shear around the load or a mixed mode between them. Until now, most publications presented recommendat
Externí odkaz:
https://doaj.org/article/0170f09f41254ea7940b746507579bd0
Autor:
Christian Overgaard Christensen, Fengqiao Zhang, Gabriela Zarate Garnica, Eva Olivia Leontien Lantsoght, Per Goltermann, Jacob Wittrup Schmidt
Publikováno v:
Infrastructures, Vol 7, Iss 3, p 36 (2022)
Advanced monitoring methods are required to identify stop criteria in proof-load tests. In this study, the combined methodology of two-dimensional digital image correlation and acoustic emission is investigated for its applicability for future implem
Externí odkaz:
https://doaj.org/article/4dfba14331324663a608cec5592e9b2f
Publikováno v:
Engineering Structures, 252
Load testing and in some cases failure (or collapse) testing of bridges is a method to learn more about the behaviour of full-scale bridges in site conditions. Since such experiments, especially failure tests, are expensive, an extensive preparation
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3203334da6ecaeba371b742f2fff2f72
http://resolver.tudelft.nl/uuid:2b777015-9bfa-4ee7-9ea0-3a1fb61ce009
http://resolver.tudelft.nl/uuid:2b777015-9bfa-4ee7-9ea0-3a1fb61ce009
‘If there is one thing every bibliometrician agrees, is that you should never use the journal impact factor (JIF) to evaluate research performance for an article or an individual – that is a mortal sin’. Few sentences could define so precisely
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4deab758e641c696ee01517239b640f6
https://doi.org/10.31235/osf.io/497xr
https://doi.org/10.31235/osf.io/497xr
Neural network-based formula for shear capacity prediction of one-way slabs under concentrated loads
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___::c6e6facaaf41c52b4c613968d6e0db09
https://hal.archives-ouvertes.fr/hal-02074675v3/document
https://hal.archives-ouvertes.fr/hal-02074675v3/document
Autor:
Alex Micael Dantas de Sousa
Publikováno v:
Biblioteca Digital de Teses e Dissertações da USP
Universidade de São Paulo (USP)
instacron:USP
Universidade de São Paulo (USP)
instacron:USP
Most studies that address the shear behavior of reinforced concrete slabs without transverse reinforcement deal with slab strips loaded over the entire width or the punching capacity of flat slabs or slab-column connections. Therefore, these studies
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e6289df1f7917c770c897dd9a9040102
https://doi.org/10.11606/t.18.2022.tde-29112022-221516
https://doi.org/10.11606/t.18.2022.tde-29112022-221516