A unified neural network approach for steel beams patch load capacity

Proceedings of the Sixth International Conference on the Application of Artificial Intelligence to Civil and Structural Engineering

Volumn , Issue , 2001, Pages 35-36

  Fonseca, E T ^a   Vellasco, M M B R ^a,b   De Andrade, S A L ^a,b   Vellasco, P C G Da S ^b  

^a PONTIFICAL CATHOLIC UNIVERSITY OF RIO DE JANEIRO   (Brazil)

^b STATE UNIVERSITY OF RIO DE JANEIRO   (Brazil)

Author keywords

Neural network; Parametric analysis; Patch load; Steel structures; Web buckling; Web crippling

Indexed keywords

ALGORITHMS; BUCKLING; DATA REDUCTION; LOADS (FORCES); NEURAL NETWORKS; STEEL BEAMS AND GIRDERS;

PATCH LOADS;

STEEL STRUCTURES;

EID: 0035792150     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (3)

1. E.T. Fonseca, M.M.B.R Vellasco, P.C.G.daS. Vellasco and S.A.L.de Andrade, "A Neural Network Evaluation of the Patch Load Phenomenon", Int. Conf. on Enhancement and Promotion of Comp. Methods in Eng. and Science, Macao, 797-806,1999.
2. E.T. Fonseca, M.M.B.R Vellasco, P.C.G.daS. Vellasco, S.A.L.de Andrade and M.A.C. Pacheco, "A Rule-based Neural Network System for Patch Load Prediction", Fifth Int. Conf. on Eng. Applications of Neural Networks, Warsaw, Poland, 81-86, 1999.
3. I. Lyse, H.J. Godfrey, "Investigation of Web Buckling in Steel Beams", ASCE Transactions, 100, paper 1907, 675-695, 1935.