4 resultados para Masonry walls
em Biblioteca Digital da Produção Intelectual da Universidade de São Paulo
Resumo:
Masonry spandrels together with shear walls are structural components of a masonry building subjected to lateral loads. Shear walls are the main components of this structural system, even if masonry spandrels are the elements that ensure the connection of shear wall panels and the distribution of stresses through the masonry piers. The use of prefabricated truss type bars in the transversal and longitudinal directions is usually considered a challenge, even if the simplicity of the applications suggested here alleviate some of the possible difficulties. This paper focus on the experimental behavior of masonry spandrels reinforced with prefabricated trusses, considering different possibilities for the arrangement of reinforcement and blocks. Reinforced spandrels with three and two hollow cell concrete blocks and with different reinforcement ratios have been built and tested using a four and three point loading test configuration. Horizontal bed joint reinforcement increased the capacity of deformation as well as the ultimate load, leading to ductile responses. Vertical reinforcement increased the shear strength of the masonry spandrels and its distribution play a central role on the shear behavior. (C) 2011 Elsevier Ltd. All rights reserved.
Resumo:
The aim of this study was to evaluate the efficacy of three rotary instrument systems (K3, Pro Taper and Twisted File) in removing calcium hydroxide residues from root canal walls. Thirty-four human mandibular incisors were instrumented with the Pro Taper System up to the F2 instrument, irrigated with 2.5% NaOCl followed by 17% EDTA, and filled with a calcium hydroxide intracanal dressing. After 7 days, the calcium hydroxide dressing was removed using the following rotary instruments: G1. - NiTi size 25, 0.06 taper, of the K3 System; G2 - NiTi F2, of the Pro Taper System; or G3 - NiTi size 25, 0.06 taper, of the Twisted File System. The teeth were longitudinally grooved on the buccal and lingual root surfaces, split along their long axis, and their apical and cervical canal thirds were evaluated by SEM (x1000). The images were scored and the data were statistically analyzed using the Kruskall Wallis test. None of the instruments removed the calcium hydroxide dressing completely, either in the apical or cervical thirds, and no significant differences were observed among the rotary instruments tested (p > 0.05).
Resumo:
Purpose: Insertion of totally implantable catheters via deep vessels that drain into the superior vena cava results in a lower incidence of venous thrombosis and infection as compared to catheters inserted into femoral and arm veins. Superior vena cava obstruction and inadequacy of the thoracic wall are conditions that prevent reservoir implantation in the chest wall. In this article, we describe a technical innovation that enables the pocket to be fixed in the arm while still allowing access to be achieved via the internal jugular vein. Method: The procedure reported maintains the use of the internal jugular vein for access even when the patient's chest is not suited for reservoir implantation, which is localized in the arm. Results: The procedure was successful and no complications occurred. The position of the catheter tip did not alter with arm movement. Conclusion: The implantation of a port reservoir in the arm following venous access via the internal jugular vein is both safe and convenient.
Resumo:
O artigo apresenta a caraterização e a análise dos ladrilhos utilizados em construções do século XVIII, na cidade de Paranaguá, no Estado do Paraná, avaliando principalmente sua composição química. Através da análise de microscópio eletrônico de varredura foi possível coletar informações que permitiram interpretações sobre a composição dessas peças. Em Paranaguá, grande parte das edificações setecentistas possui paredes em alvenaria de pedra enquanto a utilização desses ladrilhos esteve restrita às estruturas dos quadros de portas e janelas, como alternativa às vergas e umbrais de cantaria ou madeira usados em construções até a primeira metade do século XIX. Algumas ruínas existentes no centro histórico revelam fortes indícios dos materiais empregados, modo de assentamento e dimensões desses ladrilhos. Essas peças são mais delgadas do que os tijolos, ressaltando que estes elementos foram bastante empregados a partir da segunda metade do século XIX. Observando os ladrilhos a olho nu, é possível verificar a variedade de agregados que compõem as argilas. Sendo assim, este trabalho é uma contribuição para a história dos materiais e das técnicas construtivas da cidade de Paranaguá e sua relação de influências com a metrópole portuguesa, ao mesmo tempo em que permitiu apropriações e adaptações locais.