Rayane Neves Franco

Formação complementar

Idiomas

Áreas de atuação

Participação em eventos

Produções bibliográficas

• BHERING, ALEX DE FREITAS ; FRANCO, RAYANE NEVES ; SANTOS, MARIANA ARAÚJO DOS ; SATHLER, LORENA DE MELO ; PEDROTI, LEONARDO GONÇALVES ; VARUM, HUMBERTO ; VERÍSSIMO, GUSTAVO DE SOUZA ; PAES, JOSÉ LUIZ RANGEL . Experimental Analysis of Watertightness Performance of Interfaces between Masonry and Steel Structures Subjected to Accelerated Aging. Buildings , v. 13, p. 2123, 2023.

• CARDOSO, A. F. B. ; PAES, J. L. R. ; PEDROTI, L. G. ; VERISSIMO, G. S. ; FRANCO, R. N. . Avaliação experimental do desempenho quanto à durabilidade e estanqueidade de interfaces horizontais entre alvenaria e viga em aço.. In: XV Congresso Internacional de Patología y Recuperación de Estrucutras, 2019, Salta. XV Congresso Internacional de Patología y Recuperación de Estrucutras. Salta: CINPAR, 2019. v. 1.

Projetos de pesquisa

• 2013 - 2013

  Double-Angle Shear Connections Under Axial Tension Loading, Descrição: This research project seeks to provide a better understanding about the behavior of steel structures under a column removal scenario and a possible progressive collapse. An example of progressive collapse in the steel structure was the destruction of the two towers of the World Trade Center in New York. It happens when a member of the structural system fails or is removed, resulting in the failure of the remaining frame. Under a column-removed scenario it is desired that the remaining structural elements and their connections maintain their resistances. A structure needs efficient connectivity to allow the distribution of efforts to the rest of the frame if some part of the construction fails. Other way to reach the equilibrium of a damaged structure is through the catenary action which is related to the capacity of beams to resist vertical loads in a column-removed scenario through formation of a catenary-like mechanism. Researchers done previously identified joints integrity as a key to maintain structural integrity under catenary action. In this research project a total of 19 double-angle shear connections were tested in order to quantify the strength and deformation capacities under axial tension loading. The direct results of the research include a mathematical model for axial-load versus deformation relationship, and the ultimate axial deformation capacity of the connections.. , Situação: Concluído; Natureza: Pesquisa. , Alunos envolvidos: Graduação: (3) . , Integrantes: Rayane Neves Franco - Integrante / Letícia Zuchetto - Integrante / Fernanda Pires - Integrante / Dr. Yanglin Gong - Coordenador.