Documentação de convênios
URI permanente desta comunidadehttps://rigalileo.itegam.org.br/handle/123456789/173
Trabalhos ténico-científico oriundos de convênios com universidades para oferta de turmas de mestrado e doutorados no Estado do Amazonas
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Resultados da Pesquisa
Item Técnicas de Reforço Estrutural para Edificações Antigas: Estudo de Caso na Cidade de Rio Branco - Acre(Universidade Federal do Pará, 2013) AMORIM, Denis Cley de Souza; OLIVEIRA, Dênio Ramam Carvalho deThis study aimed to demonstrate the design and verification of calculating the NBR 6118 (ABNT, 2007) with their geometric characteristics, encasing armor, armor, and buckling resistance of the compression pillars centered pillars of reinforced concrete, with the major bibliographic techniques for structural reinforcement of concrete columns for old buildings, identifying the main methodologies and techniques used in Brazil and presenting the strengths and weaknesses of each technique: concrete jacketing, steel profiles, steel plate glued, blanket / carbon cloth, aramid and glass and polymers reinforced with carbon fiber (CFRP). The results obtained by comparative analysis of reinforcement performed in the case study "revitalization of the old house" indicated that the reinforcement technique was studied efficient because all reinforced parts had a greater bearing capacity than the original pillar without strengthening.Item TÉCNICAS DE REFORÇO ESTRUTURAL PARA EDIFICAÇÕES ANTIGAS. ESTUDO DE CASO NA CIDADE DE RIO BRANCO – ACRE(Universidade Federal do Pará, 2013) AMORIM, Denis Cley de Souza; OLIVEIRA, Dênio Ramam Carvalho deThis study aims to demonstrate the design and calculation verification based on NBR 6118 (ABNT, 2007) for reinforced concrete columns, focusing on structural reinforcement techniques for old buildings. Methods such as concrete jacketing, steel profiles, steel plate bonding, and carbon fiber-reinforced polymers (CFRP) were identified and analyzed. The case study of the revitalization of a historic building in Rio Branco - Acre demonstrated that the applied reinforcement technique increased the load-bearing capacity of the strengthened columns.