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ANFIS-based prediction of moment capacity of reinforced concrete slabs exposed to fire     
Yazarlar (2)
Prof. Dr. Mahmut BİLGEHAN Prof. Dr. Mahmut BİLGEHAN
İstanbul Arel Üniversitesi, Türkiye
Ahmet Emin Kurtoğlu
İstanbul Gelişim Üniversitesi, Türkiye
Devamını Göster
Özet
Reinforced concrete slabs, just as the other structural elements, are highly affected by the high temperatures. Due to the decrease in strength of reinforced concrete members under high temperature, bearing moment capacity of reinforced concrete slabs also decreases. In this study, a prediction model is investigated in order to determine the bearing moment capacities of reinforced concrete slabs under high temperature. Pre-calculated moment capacities of slabs exposed to fire are predicted by the implementation of adaptive neuro-fuzzy inference system (ANFIS) and the prediction performance of ANFIS model is investigated. The bending capacities of slabs with different concrete characteristics and different times of exposure are calculated. High temperature resulting from the duration of fire exposure is calculated as a function of time in accordance with ISO 834. The temperature distribution inside the …
Anahtar Kelimeler
High temperature,Fire,Reinforced concrete slabs,Bearing capacity,Adaptive neuro-fuzzy inference system
Makale Türü Özgün Makale
Makale Alt Türü SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale
Dergi Adı Neural Computing and Applications
Dergi ISSN 0941-0643 Wos Dergi Scopus Dergi
Dergi Tarandığı Indeksler SCI-Expanded
Makale Dili İngilizce
Basım Tarihi 05-2016
Cilt No 27
Sayı 4
Sayfalar 869 / 881
Doi Numarası 10.1007/s00521-015-1902-3
Makale Linki http://link.springer.com/10.1007/s00521-015-1902-3