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Efecto de La Flexibilidad en Los Nodos en El Desempeño de Estructuras de Concreto by Nataly Ramírez is a document available to read on EtoBox.

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The document discusses modeling beam-column joints in finite element analysis and their influence on the performance of reinforced concrete structures. It presents flexible beam-column joint models that account for shear deformation and reinforcement slip, which are more accurate than rigid joint assumptions. The paper also describes implementing a beam-column joint element in OpenSees to model joint flexibility and compare responses of frames with and without this consideration.

Author

Nataly Ramírez

Language

EN