Zobrazeno 1 - 10
of 75
pro vyhledávání: '"José Guilherme Santos da Silva"'
Autor:
Juçara Hingrid Lima Pinheiro Mello, Dennis Quaresma Pureza, Maurício Prado Martins, Hermano de Sousa Cardoso, Rodrigo de Melo Lameiras, Luis Augusto Conte Mendes Veloso, José Luís Vital de Brito, José Guilherme Santos da Silva, Guilherme Santana Alencar
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 17, Iss 5 (2023)
Abstract Slabs with cast-in-place steel formwork are composite structural elements composed of concrete and steel. The horizontal shear failure mode is the most common in composite slabs based on numerous experimental studies. This failure mode consi
Externí odkaz:
https://doaj.org/article/f622e2af67dd4c5d95bdd3471e59f4c8
Assessment of buildings non-deterministic dynamic structural response when subjected to wind actions
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 17, Iss 4 (2023)
Abstract The construction of high-rise buildings has emerged as a constructive trend worldwide, and excessive vibration problems due to wind actions are becoming increasingly frequent. The Brazilian design standard NBR 6123 recommends that the transf
Externí odkaz:
https://doaj.org/article/334af72a6629488abe1c3f3dce8eb892
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 17, Iss 4 (2023)
Abstract This work aims the assessment of the dynamic structural response of reinforced concrete floors subjected to rhythmic human activities, based on the use of biodynamic models, in order to consider the people-structure interaction effect. Initi
Externí odkaz:
https://doaj.org/article/a45ac5565e814f328228a878314ecd5e
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 16, Iss 4 (2022)
abstract: Highway bridges are usually subjected to random dynamic actions of variable magnitude due to vehicles convoys crossing on the bridge pavement deck along their service life. In this context, the asphalt pavement deteriorated road surface con
Externí odkaz:
https://doaj.org/article/80607c72ebf54eeab29ae1db25c212d7
Publikováno v:
Metals, Vol 13, Iss 8, p 1343 (2023)
Fatigue cracking is one of the most prominent causes of mechanical failure limiting the service life of existing steel and composite steel–concrete bridges and is among the central concerns of structural and bridge engineers. In this context, the c
Externí odkaz:
https://doaj.org/article/285013cb27664cafbca339022547100e
Autor:
Bárbara Elisa Ferreira, Hermes Carvalho, José Guilherme Santos da Silva, Rodrigo Barreto Caldas, Jefferson Viana Aguiar
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 14, Iss 4 (2021)
abstract: This work presents the experimental evaluation of the dynamic behavior of Steel and concrete composite floors, from a human comfort point of view, when submitted to human walking. The structural model investigated was a real composite floor
Externí odkaz:
https://doaj.org/article/c99511aa43c944c2a937379cbb9b7232
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 13, Iss 4 (2020)
ABSTRACT A reliable human comfort assessment depends on the correct description of the wind dynamic loads when compared with studies of natural wind. Thus, in this research work an analysis methodology was developed aiming to generate nondeterministi
Externí odkaz:
https://doaj.org/article/73f8747361e04076b993ceee97c17393
Publikováno v:
ce/papers. 5:771-777
Publikováno v:
ce/papers. 5:764-770
Publikováno v:
ce/papers. 5:100-109