Το work with title A neural network approach to the modelling, calculation and identification of semi-rigid connections in steel structures by Panagiotopoulos, P. D., 1950-, Stavroulakis Georgios, K.M. Abdalla, Avdelas, A is licensed under Creative Commons Attribution 4.0 International
Bibliographic Citation
G.E. Stavroulakis, A.V. Avdelas, K.M. Abdalla, P.D. Panagiotopoulos, "A neural network approach to the modelling, calculation and identification of semi-rigid connections in steel structures," J.of Const. Steel Res.,
vol.44, no.1–2, pp. Pages 91–105, Oct.r–Nov. 1997. doi:10.1016/S0143-974X(97)00039-4
https://doi.org/10.1016/S0143-974X(97)00039-4
A two-stage neural network approach is proposed for the elastoplastic analysis of steel structures with semi-rigid connections. At the first stage, the moment-rotation law of the connection is obtained from experimental results by the use of a neural network based on the perceptron model. At the second stage, the elastoplastic analysis problem is formulated for the given moment-rotation law as a Quadratic Programming Problem and solved by a neural network based on the Hopfield model.