DOI: 10.47749/t/unicamp.2014.940805
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Otimização por algoritmos genéticos de pilares esbeltos de concreto armado submetidos à flexão oblíqua

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Cited by 2 publications
(3 citation statements)
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“…As a result of the presence of myxoid, ductiform, hyaline, plasmacytoid, osteoid, and chondroid regions, the phrase "benign mixed tumor" is also used to describe it. 3 A special attention should be paid to the specific characteristics of the capsule likely to be associated with possible recurrence, such as the presence of a complete and intact tumor capsule and surgically induced capsular defects and features like satellite nodules and pseudopodia. 8 An anatomically intact fibrous capsule that completely encases the tumor tissue is referred to as a full capsule.…”
Section: Discussionmentioning
confidence: 99%
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“…As a result of the presence of myxoid, ductiform, hyaline, plasmacytoid, osteoid, and chondroid regions, the phrase "benign mixed tumor" is also used to describe it. 3 A special attention should be paid to the specific characteristics of the capsule likely to be associated with possible recurrence, such as the presence of a complete and intact tumor capsule and surgically induced capsular defects and features like satellite nodules and pseudopodia. 8 An anatomically intact fibrous capsule that completely encases the tumor tissue is referred to as a full capsule.…”
Section: Discussionmentioning
confidence: 99%
“…2 Females are slightly more likely to develop pleomorphic adenoma of hard palate and incidence peaks during the third and fifth decades of life. 3 PA is primarily treated through surgical excision. Although pleomorphic adenoma is a benign tumor, they often have microscopic pseudopod-like extensions into the surrounding tissue due to the "dehiscence" in the capsule.…”
Section: Introductionmentioning
confidence: 99%
“…Os autores utilizaram um banco de dados contendo 1938 dados experimentais de vigas em concreto para desenvolver o modelo, e verificar sua eficiência e sua validade. Os autores concluíram que a equação dada pela PGL produz estimativas confiáveis da resistência ao cisalhamento para vigas de concreto sem estribos, mesmo quando a equação gerada pela PGL é utilizada em situações que não foram previstas no banco de dados inicial Pires (2014). propôs um procedimento para otimização da seção transversal de pilares de concreto armado, por meio da técnica de Algoritmo Genético (AG) quanto à flexão obliqua, levando em consideração a área de concreto, a distribuição das armaduras, as não linearidades física e geométrica.…”
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