Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Vinícius Nicchio Alves"'
Autor:
Daniel José Rocha Pereira, Messias Júnio Lopes Guerra, Arlene Maria Cunha Sarmanho, João Batista da Silva Neto, Gabriel Vieira Nunes, Vinícius Nicchio Alves
Publikováno v:
REM: International Engineering Journal, Vol 74, Iss 4, Pp 433-442 (2021)
Abstract The chord length is an essential geometric property that must be defined in the analysis of isolated joints composed of hollow steel sections, as well as the boundary conditions of the test. The analysis of these parameters’ effect on the
Externí odkaz:
https://doaj.org/article/1ff8d09407bd4e5a8aebe22716b364ae
Autor:
Vinícius Nicchio Alves, Gabriel Vieira Nunes, Arlene Maria Cunha Sarmanho, Messias Júnio Lopes Guerra, Daniel José Rocha Pereira
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 172:301-312
Tubular joints with thin-walled sections could have a wide range of applications in the construction industry, possibly providing light structures with high structural efficiency. However, current design prescriptions do not recommend their use and m
Autor:
Lucas Roquete, Matheus Miranda de Oliveira, Arlene Maria Cunha Sarmanho, Daniel José Rocha Pereira, Vinícius Nicchio Alves
Publikováno v:
REM-International Engineering Journal v.73 n.2 2020
REM-International Engineering Journal
Fundação Gorceix (FG)
instacron:FG
REM: International Engineering Journal, Vol 73, Iss 2, Pp 153-161 (2020)
REM-International Engineering Journal
Fundação Gorceix (FG)
instacron:FG
REM: International Engineering Journal, Vol 73, Iss 2, Pp 153-161 (2020)
This article analyzes sleeve connections between circular hollow sections. This type of connection is composed of two tubes connected by bolts to an inner tube with a smaller diameter, and explores the efficiency, aesthetics and resistance of hollow
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fd4ea887b26a5533b70119ab3a05a348
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2448-167X2020000200153
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2448-167X2020000200153
Autor:
Ana Flávia Barbosa e Castro, Luiz Henrique de Almeida Neiva, Arlene Maria Cunha Sarmanho, Guilherme Cássio Elias, Vinícius Nicchio Alves
Publikováno v:
Engineering Structures. 170:53-62
This study presents an experimental investigation into the behavior of steel storage rack perforated uprights under axial compression. A total of 44 prototypes comprising eleven cross-sections and four lengths were tested, and a buckling curve of the
Autor:
Arlene Maria Cunha Sarmanho, Vinícius Nicchio Alves, Ellen Martins Xavier, Matheus Miranda de Oliveira, Lucas Roquete
Publikováno v:
Engineering Structures. 250:113393
This present paper evaluates the behavior and resistance capacity of cross-bolted sleeve connections with circular hollow sections (CHS) under axial tension. This connection allows harmony in the continuity of the tubes. The cross-bolted sleeve conne
Autor:
B. Costa, P.A. Montenegro, Matheus Miranda de Oliveira, L. M. Cruz, Rui Calçada, Diogo Ribeiro, Vinícius Nicchio Alves
Publikováno v:
International Journal of Structural Stability and Dynamics. 21:2150057
The present work focuses on the evaluation of the dynamic behavior of a centenary steel arch bridge, located in Portugal, under light railway traffic loads. This works aims to assess the dynamic behavior of the bridge subjected to an alternative type
Autor:
Vinícius Nicchio Alves, Ellen Martins Xavier, Lucas Roquete, Matheus Miranda de Oliveira, Arlene Maria Cunha Sarmanho
Publikováno v:
Journal of Constructional Steel Research. 177:106465
Structures with tubular profiles gain space in civil construction due to their excellent response under tension, compression, and torsion. They are widely used in structural trusses, especially in large lengths. The profiles have a limited size due t
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 169:715-723
Structural health monitoring is based on the development of reliable and robust indicators able to detect, locate, quantify or even predict damage. Studies related to damage detection in civil engineering structures are of interest to researches in t
Autor:
Rui Calçada, Matheus Miranda de Oliveira, Diogo Ribeiro, Vinícius Nicchio Alves, Alexandre Cury
Publikováno v:
Engineering Failure Analysis. 118:104845
The assessment of structural integrity via numerical model updating has been drawing attention in several areas of engineering over the last years. Basically, it consists in an optimization process based on the minimization of the residuals between m