Zobrazeno 1 - 10
of 23
pro vyhledávání: '"Rafael Nunes da Cunha"'
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 17, Iss 5 (2024)
ABSTRACT Composite steel and concrete floors are often susceptible to excessive vibrations caused by human activities because of their slender structural elements. To achieve a precise evaluation, it is necessary to incorporate the effects of dynamic
Externí odkaz:
https://doaj.org/article/917b592977a448789eaccf13a4272028
Autor:
Rafael Nunes da Cunha, Camila de Sousa Vieira, Rainara Souza Gomes, Ludmila dos Santos da Silva, Ludmilson Abritta Mendes, David Leonardo Nascimento de Figueiredo Amorim
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 17, Iss 6 (2024)
Abstract Global second order effects in reinforced concrete buildings can be estimated using numerical or simplified methods, such as the γz coefficient, presented in the Brazilian standard. This paper proposes a new simplified parameter, which is d
Externí odkaz:
https://doaj.org/article/ee7e7049549b4db088777e1d7f6f5883
Publikováno v:
Revista Principia, Vol 0, Iss 57, Pp 199-212 (2021)
O presente trabalho realiza uma análise comparativa dos resultados obtidos mediante a avaliação da vibração de pisos de edifícios formados por estruturas mistas de aço e concreto, sujeitos a atividades humanas de caminhar, segundo as metodolog
Externí odkaz:
https://doaj.org/article/e4db16f587784701a03b16240bdc09be
Autor:
Rafael Nunes da Cunha, Camila de Sousa Vieira, David Leonardo Nascimento de Figueiredo Amorim
Publikováno v:
Frattura ed Integrità Strutturale, Vol 15, Iss 58, Pp 21-32 (2021)
Reinforced concrete structures may need repair in order to ensure the designed durability. The assessment of the structural condition usually is made in loco, but sometimes numerical analyses are required as a low cost and effective preliminary diagn
Externí odkaz:
https://doaj.org/article/c86aded14f4f4a5a8ea4f7c31434a592
Autor:
Rafael Nunes da Cunha, Kevin Mendon�a Oliveira, Ant�nio Gabriel Lisboa Rego Brito, Camila de Sousa Vieira, David Leonardo Nascimento de Figueiredo Amorim
Publikováno v:
Frattura ed Integrità Strutturale, Vol 15, Iss 57, Pp 82-92 (2021)
The use of fibre reinforced polymers (FRP) for increasing the strength of reinforced concrete (RC) structures became a usual method. FRP presents easy application and demands low space and provide significant strength increase. Usually, the decision
Externí odkaz:
https://doaj.org/article/329682f5c1214389ae938d4f99ea34a0
Autor:
Thalyson Issac de Jesus Brito, Danilo Menezes Santos, Fabio Augusto Silva Santos, Rafael Nunes da Cunha, David Leonardo Nascimento de Figueiredo Amorim
Publikováno v:
Frattura ed Integrità Strutturale, Vol 14, Iss 54, Pp 1-20 (2020)
The analysis of reinforced concrete structures can be performed by means of experiments or numerical studies. The first way is usually quite expensive, so the second one sometimes is a good option to understand the physical behaviour of actual struct
Externí odkaz:
https://doaj.org/article/13b9e19af4384d86a251284db3ca4310
Autor:
Rafael Nunes da Cunha, Daniel Victor da Cunha Teles, David Leonardo Nascimento de Figueiredo Amorim
Publikováno v:
Revista Principia, Vol 1, Iss 51, Pp 205-213 (2020)
Sismos são eventos naturais, causados principalmente devido ao movimento relativo entre placas tectônicas (sismos interplacas) e em falhas entre blocos rochosos (sismos intraplacas), ou induzidos pela atividade humana. Pode-se observar uma relaçã
Externí odkaz:
https://doaj.org/article/a749249a0a584f088d00bf99e791ff81
Autor:
Thiers Pereira de Souza, Ronaldo Guilherme Santos Lima, Rafael Nunes da Cunha, Ludmilson Abritta Mendes, David Leonardo Nascimento de Figuei Amorim
Publikováno v:
Journal of the Brazilian Society of Mechanical Sciences and Engineering. 44
Autor:
Antônio Brito, David Leonardo Nascimento de Figueiredo Amorim, Camila Vieira, Kevin Oliveira, Rafael Nunes da Cunha
Publikováno v:
Frattura ed Integrità Strutturale, Vol 15, Iss 57, Pp 82-92 (2021)
Frattura ed Integrità Strutturale; Vol. 15 No. 57 (2021): July 2021; 82-92
Frattura ed Integrità Strutturale; V. 15 N. 57 (2021): July 2021; 82-92
Frattura ed Integrità Strutturale, Vol 15, Iss 57 (2021)
Frattura ed Integrità Strutturale; Vol. 15 No. 57 (2021): July 2021; 82-92
Frattura ed Integrità Strutturale; V. 15 N. 57 (2021): July 2021; 82-92
Frattura ed Integrità Strutturale, Vol 15, Iss 57 (2021)
The use of fibre reinforced polymers (FRP) for increasing the strength of reinforced concrete (RC) structures became a usual method. FRP presents easy application and demands low space and provide significant strength increase. Usually, the decision
Autor:
David Leonardo Nascimento de Figueiredo Amorim, Daniel Victor da Cunha Teles, Ricardo Picón, Julio Flórez López, Rafael Nunes da Cunha
Publikováno v:
Journal of the Brazilian Society of Mechanical Sciences and Engineering. 43
Analysis of RC structures subjected to seismic loads vary greatly around the world, from simplified static models to more advanced methods, which take account of real dynamic loads and the nonlinear response of structures. As a recent theory, lumped