Search Results - "Veríssimo, Gustavo De Souza"

Experimental Analysis of Watertightness Performance of Interfaces between Masonry and Steel Structures Subjected to Accelerated Aging by 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

“…Steel buildings often experience failure at the interfaces between their vertical exterior enclosure systems (VEESs) and structural elements. This phenomenon…”
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Assessment of stiffness and structural behavior of reinforced concrete beams rehabilitated with CFRP and crack injection by Guim, Luis Felipe Fernandes, de Lima, Gustavo Emilio Soares, Veríssimo, Gustavo de Souza, Paes, José Luiz Rangel

“…In this paper, an experimental program was developed in order to evaluate the structural behavior of RC beams rehabilitated with CFRP sheets and crack…”
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Assessing the bearing capacity of Crestbond shear connectors to concrete pry-out by Almeida, Ricardo Laguardia Justen de, Veríssimo, Gustavo de Souza, Ribeiro, José Carlos Lopes, Paes, José Luiz Rangel, Caldas, Rodrigo Barreto, Cardoso, Hermano de Sousa, Fakury, Ricardo Hallal

“…Abstract In this work, a study on failure by concrete pry-out in Crestbond shear connectors is presented. The study’s aim was the development of an expression…”
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Design procedure for the web-post buckling of steel cellular beams by Grilo, Lucas Figueiredo, Fakury, Ricardo Hallal, Castro e Silva, Ana Lydia Reis de, Veríssimo, Gustavo de Souza

“…This research presents a study about the structural behavior of steel cellular beams, focused on the web-post buckling. The main objective of this study is to…”
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Comparative analysis of fire-adapted models for the shear buckling strength of web-posts in castellated steel beams by Miranda, Larice Gomes Justino, Ribeiro, José Carlos Lopes, Veríssimo, Gustavo de Souza, Paes, José Luiz Rangel, Caldas, Rodrigo Barreto

“…Web-post buckling by shear is one of the typical failure modes of beams with sequential web openings, as well as the preponderant failure mode in fire. With…”
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Shear buckling strength of web-posts in castellated steel beams in fire by Justino, Larice Gomes, Ribeiro, José Carlos Lopes, Veríssimo, Gustavo de Souza, Paes, José Luiz Rangel, Pedroti, Leonardo Gonçalves

“…•Numerical model to simulate the castellated beams behavior at various temperatures.•Web post-buckling by shear can be equated based on the analogy of strut…”
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SISTEMAS DE VEDAÇÃO EM ALVENARIA PARA EDIFÍCIOS DE ESTRUTURA METÁLICA: DETALHAMENTO COM BASE NA PREVENÇÃO DE MANIFESTAÇÕES PATOLÓGICAS by Araujo, André, Paes, José Luiz Rangel, Veríssimo, Gustavo De Souza

“…O desempenho de edifícios quanto à durabilidade está relacionado com a característica dos projetos em prever sistemas, com vistas à condição de exposição…”
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Strength and failure mechanisms of masonry prisms under compression, flexure and shear: Components’ mechanical properties as design constraints by Henrique Nalon, Gustavo, Santos, Carol Ferreira Rezende, Pedroti, Leonardo Gonçalves, Ribeiro, José Carlos Lopes, Veríssimo, Gustavo de Souza, Ferreira, Flávio Antônio

“…This work aims to investigate the influence of mechanical properties of concrete blocks, cement-lime mortar and grout on the structural behavior of prisms…”
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