Neural networks assessment of beam-to-column joints



Título del documento: Neural networks assessment of beam-to-column joints
Revue: Journal of the Brazilian Society of Mechanical Sciences and Engineering
Base de datos: PERIÓDICA
Número de sistema: 000312269
ISSN: 1678-5878
Autores: 1



2
Instituciones: 1Universidade do Estado do Rio de Janeiro, Faculdade de Engenharia, Rio de Janeiro. Brasil
2Pontificia Universidade Catolica do Rio de Janeiro, Departamento de Engenharia Eletrica, Rio de Janeiro. Brasil
Año:
Periodo: Jul-Sep
Volumen: 27
Número: 3
Paginación: 314-324
País: Brasil
Idioma: Inglés
Tipo de documento: Artículo
Enfoque: Experimental
Resumen en inglés This paper proposes the use of artificial neural networks to predict the flexural resistance and initial stiffness of beam-to-column steel joints using the back propagation supervised learning algorithm. Three types of steel beam-to-column joints were investigated: welded, endplate and bolted with top, seat and double web angles, respectively. The neural networks results proved to be consistent with experimental and design code reference values
Disciplinas: Ingeniería,
Ciencias de la computación
Palabras clave: Ingeniería civil,
Ingeniería de control,
Ingeniería mecánica,
Redes neuronales artificiales,
Estructuras de acero,
Acero,
Juntas semi-rígidas,
Flexión
Keyword: Engineering,
Computer science,
Civil engineering,
Control engineering,
Mechanical engineering,
Structural engineering,
Semi-rigid joints,
Steel structures,
Artificial neural networks,
Steel,
Flexure
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