Comparison of ANFIS and NN models—With a study in critical buckling load estimation
Yazarlar (1)
Prof. Dr. Mahmut BİLGEHAN Kastamonu Üniversitesi, Türkiye
Makale Türü Özgün Makale (SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale)
Dergi Adı Applied Soft Computing
Dergi ISSN 1568-4946 Wos Dergi Scopus Dergi
Dergi Tarandığı Indeksler SCI-Expanded
Makale Dili İngilizce Basım Tarihi 06-2011
Cilt / Sayı / Sayfa 11 / 4 / 3779–3791 DOI 10.1016/j.asoc.2011.02.011
Makale Linki http://linkinghub.elsevier.com/retrieve/pii/S1568494611000718
UAK Araştırma Alanları
Betonarme Yapılar
Özet
The investigation of the effects of cracks or similar weaknesses on the load carrying capacity of structural elements such as columns, beams and shells is an important problem in civil, mechanical, earthquake and aerospace engineering. In this paper, adaptive neuro-fuzzy inference system (ANFIS) and artificial neural network (ANN) model have been successfully used for the buckling analysis of slender prismatic columns with a single non-propagating open edge crack subjected to axial loads. The main focus of this work has been to study the feasibility of using ANFIS and neural network (NN) trained with the non-dimensional crack depth and the non-dimensional crack location parameters to predict the critical buckling load of fixed-free, pinned-pinned, fixed-pinned and fixed-fixed supported, axially loaded compression rods. A comparative study is made using the neural nets and neuro-fuzzy techniques. Statistic …
Anahtar Kelimeler
Slender prismatic columns,Stability,Buckling,Open edge crack,Neural networks,Neuro-fuzzy modeling
BM Sürdürülebilir Kalkınma Amaçları
Atıf Sayıları
Google Scholar 79
Comparison of ANFIS and NN models—With a study in critical buckling load estimation

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