Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Sebastião Salvador Real Pereira"'
Autor:
Sebastião Salvador Real Pereira, Hermes Carvalho, João Victor Fragoso Dias, Victor Roberto Verga Mendes, Pedro Aires Montenegro
Publikováno v:
Fracture and Structural Integrity, Vol 13, Iss 50 (2019)
This paper presents a case study on the behavior of precast reinforced columns with non-conventional cross-section. An experimental program was developed to verify the serviceability and ultimate limit states of these columns, loaded with eccentric c
Externí odkaz:
https://doaj.org/article/b93cccf04a8547e99bd70d8c5048dc30
Autor:
P.A. Montenegro, Victor Roberto Verga Mendes, Hermes Carvalho, Sebastião Salvador Real Pereira, João Victor Fragoso Dias
Publikováno v:
Frattura ed Integrità Strutturale, Vol 13, Iss 50, Pp 242-250 (2019)
Frattura ed Integrità Strutturale, Vol 13, Iss 50 (2019)
Frattura ed Integrità Strutturale; Vol. 13 No. 50 (2019): October 2019; 242-250
Frattura ed Integrità Strutturale; V. 13 N. 50 (2019): October 2019; 242-250
Frattura ed Integrità Strutturale, Vol 13, Iss 50 (2019)
Frattura ed Integrità Strutturale; Vol. 13 No. 50 (2019): October 2019; 242-250
Frattura ed Integrità Strutturale; V. 13 N. 50 (2019): October 2019; 242-250
This paper presents a case study on the behaviour of precast reinforced columns with non-conventional cross-section. An experimental program was developed to verify the serviceability and ultimate limit states of these columns, loaded with eccentric
Autor:
José A.F.O. Correia, Sebastião Salvador Real Pereira, Victor Roberto Verga Mendes, Hermes Carvalho
Publikováno v:
Structural Integrity ISBN: 9783030139797
In most cases, tall structures are slender, demonstrating flexible behavior and, consequently, weather-related loads such as wind become a major component. Since these structures are flexible, they may become susceptible to wind induced fatigue. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9bc7a2a85d6cdfaf502df22733dabc47
https://doi.org/10.1007/978-3-030-13980-3_48
https://doi.org/10.1007/978-3-030-13980-3_48
Autor:
Ricardo Hallal Fakury, Sebastião Salvador Real Pereira, Márcio Lúcio Gomes, João Eduardo de Paula Carvalho, Ana Lydia Reis de Castro eSilva
Publikováno v:
Revista de Estrutura do Aço. 6
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Volume: 6, Issue: 4, Pages: 613-622, Published: AUG 2013
Revista IBRACON de Estruturas e Materiais, Vol 6, Iss 4, Pp 613-622
Revista IBRACON de Estruturas e Materiais v.6 n.4 2013
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Revista IBRACON de Estruturas e Materiais, Vol 6, Iss 4, Pp 613-622
Revista IBRACON de Estruturas e Materiais v.6 n.4 2013
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
This paper presents a numerical analysis of prestressed hollow core slabs under long term loading. The model considers the time dependence of material and rheological properties in order to predict the actual stage of displacements, strains and stres
Autor:
Pereira, Sebastião Salvador Real, Carvalho, Hermes, Mendes, Victor Roberto Verga, Montenegro, Pedro Aires
Publikováno v:
Proceedings of the Institution of Civil Engineers: Forensic Engineering; 2020, Vol. 173 Issue 4, p150-157, 8p
Autor:
Pereira, Sebastião Salvador Real, Carvalho, Hermes, Mendes, Victor Roberto Verga, Montenegro, Pedro Aires
Publikováno v:
Proceedings of the Institution of Civil Engineers: Forensic Engineering; 2019, Vol. 172 Issue 4, p150-157, 8p
Autor:
Ana Paula Borges Marcelino
Publikováno v:
Repositório Institucional da UFMG
Universidade Federal de Minas Gerais (UFMG)
instacron:UFMG
Universidade Federal de Minas Gerais (UFMG)
instacron:UFMG
There are many degradation mechanisms in reinforced concrete. They can be divided into degradation mechanisms of the structure itself, in deterioration of the reinforcement, and deterioration of the concrete. Sulfate attack belongs to the latter grou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3056::b22d14132de82c2d0d2b2e32e8b389b1
https://orcid.org/0000-0001-8213-7729
https://orcid.org/0000-0001-8213-7729
Autor:
Élvio Mosci Piancastelli
Publikováno v:
Repositório Institucional da UFMG
Universidade Federal de Minas Gerais (UFMG)
instacron:UFMG
Universidade Federal de Minas Gerais (UFMG)
instacron:UFMG
Para a pesquisa apresentada neste trabalho foi proposto investigar a capacidade de um novo ensaio - Ensaio de Luva - de fornecer dados referentes à ligação (aderência e atrito) entre o concreto de pilar existente (concreto velho) e o concreto que
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3056::cd0631a5b083ba05cdecb767cc77f9ed
Autor:
Simão Resende Benedetti
Publikováno v:
Repositório Institucional da UFMG
Universidade Federal de Minas Gerais (UFMG)
instacron:UFMG
Universidade Federal de Minas Gerais (UFMG)
instacron:UFMG
Concreto armado é o material composto pela inserção de barras de aço no interior do concreto de modo a garantirem a resistência aos esforços de tração e compressão. O avanço na tecnologia do concreto possibilitando a utilização de element
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3056::b9fa485a4353c866b7233516b85e6126