Search

Background: Gastric cancer has a high incidence and mortality rate worldwide. Epidemiological, clinical, and molecular features significantly impact patient outcomes. In regions lacking a national gastric cancer registry, hospital-based registries can provide crucial data that may aid in planning therapeutic strategies for the disease. Methods: A retrospective observational cohort design was carried out in European Union (EU) and Latin American (LATAM) countries participating in the LEGACy project. Survival estimates were determined using actuarial Kaplan–Meier curves. Comparison was carried out with the log-rank test, and differences were considered statistically significant for P values ≤0.05. Results: A total of 689 patients diagnosed with gastric cancer from November 2018 to November 2019 were included. Both cohorts had the body as the most common site reported (34.4% for EU and 51% for LATAM). The most used method for staging was computed tomography for both cohorts, although 6.9% of the LATAM population had positron emission tomography/computed tomography instead. Intestinal histological subtype was the most common (41.9% and 46.3% reported by EU and LATAM), while diffuse subtype was 44.9% for the LATAM and 21.3% for the EU population. Among patients tested for human epidermal growth factor receptor 2 (HER2), 12.5% were positive in the EU cohort and 13.8% in the LATAM cohort. For both cohorts, the most common site of human epidermal growth factor receptor 2 positivity was the gastroesophageal junction. Systemic treatment with curative intention was indicated in 50.7% in the EU cohort and 46.4% of the LATAM cohort. The most frequent scheme indicated for both the localized and the advanced setting was platinum-based (42.6% and 84.8% for EU and LATAM). Considering both cohorts, only 14.4% of the patients received second-line treatment, and 3% received a third-line treatment. After using Cox regression analysis, no difference in overall survival was reported, with a median of 10.9 months. Conclusions: Despite the limitations of hospital-based registry analysis, our study has provided valuable insights into clinical characteristics and treatment approaches of EU and LATAM populations.

ABSTRACT The objective in this study was to evaluate the clinic effect of applying allogenic platelet-rich plasma (PRP) heated or not, for treating cornea ulcers, including the dosage of PDGF-BB in the cornea. The ulcers were induced, standardizing the left eye from 81 rats (Ratus norvegicus, albinus variety), assigned randomly into three groups (N=27): control group (CG) which did not receive any topic treatment; heated PRP group (GA) and PRP group (GP), which received topical treatment every eight hours for five days. Each group underwent evaluation at 24 hours (M1), three days (M3) and five days (M5). The clinical exam evaluated the opacity, vascularization and corneal repair. The corneal PDGF-BB was dosed through the ELISA method. The corneal opacity was decreased in PRP-treated animals (GA and GP) and corneal repair time reduced when compared to CG at M1 and M5. Furthermore, GP showed greater vascularization at M3 compared to M1. Applied allogenic PRP eye drops, heated or not, speed up corneal healing, and reduce corneal repair time. However, the corneal PDGF concentration was not altered in any of the treatments.

Abstract High strength concretes (HSC) correspond to a characteristic compression strength between 55 e 90 MPa. With the growing use of HSC, studies about the regular design standards of elements made of it, specifically standards about design on shear, become necessary. Hence, the main aspects of the NBR, Model Code 1990 e 2010, Portuguese Standard and German Standard related to the design on shear are presented. From the numerical simulations, with the addition of Cladera and Marí’s experimental contributions, it is confirmed that the Brazilian design standard procedure produces lower transverse reinforcement areas in comparison to the ones predicted by the international codes; these, excepted by LoA III, do not consider the concrete contribution, in spite of being experimentally verified, leading to very conservative results.

Objetivou-se com este trabalho determinar o poder dióptrico da lente intraocular (LIO) em miniporco e as dimensões do bulbo do olho. Foram utilizados 17 miniporcos, sadios, adultos, machos e fêmeas, com peso médio de 70kg. Em todos os olhos foram realizadas a ultrassonografia modo A, a ceratometria e a medida da distância limbo a limbo. O cálculo do poder dióptrico da LIO foi obtido utilizando-se as fórmulas Haigis, Hoffer Q, SRK/T, Holladay I e Holladay II e o software Holladay IOL Consultant(r). Na comparação entre o sexo e a lateralidade do olho, não houve diferença nas variáveis biométricas e poder da LIO. A aplicação das fórmulas (Haigis, Holladay II, Holladay I, SRK/T e Hoffer Q) possibilitou o cálculo do poder da LIO. A Holladay II, fórmula que melhor individualiza o bulbo do olho do miniporco, estima valor dióptrico ao redor de 41 D. Os miniporcos têm potencial como modelo experimental em oftalmologia, relacionado ao seu menor porte e à facilidade no manejo, especialmente em experimentos de longa duração.

Abstract The predator Brumoides foudrasii (Mulsant) (Coleoptera, Coccinellidae) has been naturally found in plants infested by mealybugs. In this study, the striped mealybug Ferrisia dasylirii (Cockerell) (Hemiptera, Pseudococcidae) and Anagasta kuehniella Zeller (Lepidoptera, Pyralidae) eggs were evaluated as diets for the development and reproduction of B. foudrasii. Brumoides foudrasii immatures developed faster when fed with A. kuehniella eggs than when fed with F. dasylirii. However, the survival and longevity of B. foudrasii adults were not affected by the diets. Oviposition was more frequent when B. foudrasii females were fed with F. dasylirii (95%) than those fed with A. kuehniella eggs (65%). Brumoides foudrasii females fed with F. dasylirii were 2.5 times more fecund than those fed with A. kuehniella eggs. Although both diets may be considered proper for B. foudrasii, A. kuehniella eggs were more suitable for immature development, while F. darsyrili provided more nutritious resources for adult biological parameters as oviposition period, egg viability and fecundity. These results suggests that this predator can play an important role in regulating populations of the stripped mealybug F. dasylirii in the field.

Este artigo analisa o comportamento estrutural de blocos de concreto armado sobre seis estacas dispostas em arranjo retangular. Considerou-se a deformabilidade do solo de apoio das estacas, diferentes resistências para o concreto e pilares com seções transversais quadradas eretangulares, solicitados por força centrada. O dimensionamento foi feito por um modelo de bielas e tirantes. Realizou-se análise numéricatridimensional por meio do método dos elementos finitos. A configuração do fluxo de tensões e a formação das bielas foram analisadas emperspectiva. Observou-se que quanto mais deformável for o solo, mais uniformes são as distribuições das reações entre as estacas. A seçãotransversal do pilar influenciou na configuração das bielas. A variação da resistência do concreto teve maior influência na resistência dos blocos do que na rigidez. O método analítico utilizado apresentou compatibilidade com os resultados obtidos na simulação numérica.

Reinforced concrete beam elements are submitted to applicable loads along their life cycle that cause shear and torsion. These elements may be subject to only shear, pure torsion or both, torsion and shear combined. The Brazilian Standard Code ABNT NBR 6118:2007 [1] fixes conditions to calculate the transverse reinforcement area in beam reinforced concrete elements, using two design models, based on the strut and tie analogy model, first studied by Mörsch [2]. The strut angle θ (theta) can be considered constant and equal to 45º (Model I), or varying between 30º and 45º (Model II). In the case of transversal ties (stirrups), the variation of angle α (alpha) is between 45º and 90º. When the equilibrium torsion is required, a resistant model based on space truss with hollow section is considered. The space truss admits an inclination angle θ between 30º and 45º, in accordance with beam elements subjected to shear. This paper presents a theoretical study of models I and II for combined shear and torsion, in which ranges the geometry and intensity of action in reinforced concrete beams, aimed to verify the consumption of transverse reinforcement in accordance with the calculation model adopted As the strut angle on model II ranges from 30º to 45º, transverse reinforcement area (Asw) decreases, and total reinforcement area, which includes longitudinal torsion reinforcement (Asℓ), increases. It appears that, when considering model II with strut angle above 40º, under shear only, transverse reinforcement area increases 22% compared to values obtained using model I.

RESUMO Relata-se um caso de leishmaniose visceral canina com ceratoconjuntivite nodular como queixa exclusiva do proprietário. O diagnóstico se deu pela observação de formas amastigotas de Leishmania sp. no exame parasitológico direto de citologia aspirativa conjuntival. Lesões oculares raramente são queixas principais únicas de cães com leishmaniose, como o caso em questão, o que demonstra a variabilidade de apresentação clínica da doença e a importância da realização de testes laboratoriais diagnósticos para leishmaniose como triagem para pacientes de áreas endêmicas.

On Precast concrete structures the column foundation connections can occur through the socket foundation, which can be embedded, partially embedded or external, with socket walls over the pile caps. This paper presents an experimental study about two pile caps reinforced concrete with external, partially embedded and embedded socket submitted to central load, using 1:2 scaled models. In the analyzed models, the smooth interface between the socket walls and column was considered. The results are compared to a reference model that presents monolithic connections between the column and pile cap. It is observed that the ultimate load of pile cap with external sockets has the same magnitude as the reference pile cap, but the ultimate load of models with partially embedded and embedded socket present less magnitude than the reference model.

Este artigo analisa o comportamento estrutural de blocos de concreto armado sobre seis estacas dispostas em arranjo retangular. Considerou-se a deformabilidade do solo de apoio das estacas, diferentes resistências para o concreto e pilares com seções transversais quadradas eretangulares, solicitados por força centrada. O dimensionamento foi feito por um modelo de bielas e tirantes. Realizou-se análise numéricatridimensional por meio do método dos elementos finitos. A configuração do fluxo de tensões e a formação das bielas foram analisadas emperspectiva. Observou-se que quanto mais deformável for o solo, mais uniformes são as distribuições das reações entre as estacas. A seçãotransversal do pilar influenciou na configuração das bielas. A variação da resistência do concreto teve maior influência na resistência dos blocos do que na rigidez. O método analítico utilizado apresentou compatibilidade com os resultados obtidos na simulação numérica.