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PREDICTION OF THE MOMENT CAPACITY OF REINFORCED CONCRETE SLABS IN FIRE USING NEURO-FUZZY METHOD

Year 2011, Volume: 6 Issue: 2, 611 - 619, 01.03.2011

Abstract

Ultimate moment capacity of the reinforced concrete slab is fairly affected by high temperatures. In this study, the prediction model using neuro-fuzzy to predict the ultimate moment capacity of reinforced concrete slabs in fire is investigated. The calculated moment capacity of reinforced concrete slabs in fire is estimated by ANFIS (Adaptive Neuro-Fuzzy Inference System) model and the prediction capacity of evaluated ANFIS model is investigated. Some of obtained data set was used in the training and some of data were used in the testing phase. The results obtained shows that considered neuro-fuzzy model is able to predict ultimate moment capacity of reinforced concrete slabs in fire.

YANGINA MARUZ BETONARME DÖ?EMELERYN MOMENT KAPASYTESYNYN BULANIK SYNYR A?I YÖNTEMY YLE TAHMYNY

Year 2011, Volume: 6 Issue: 2, 611 - 619, 01.03.2011

Abstract

Betonarme dö?emelerin ta?yma gücü moment kapasiteleri yüksek sycaklyktan oldukça etkilenmektedir. Bu çaly?mada, bulanyk sinir a?y kullanylarak yangyna maruz betonarme dö?emelerin ta?yma gücü moment kapasitelerinin belirlenebilmesi için bir tahmin modeli ara?tyrylmy?tyr. Yangyna maruz betonarme dö?emelerin hesaplanmy? olan moment kapasiteleri ANFIS (Adaptive Neuro-Fuzzy Inference System) modeli ile tahmin edilmi? ve geli?tirilen ANFIS modelinin tahmin etme kapasitesi ara?tyrylmy?tyr. Elde edilen verilerin bir kysmy e?itim a?amasynda, bir kysmy ise test a?amasynda kullanylmy?tyr. Ula?ylan sonuçlar, kurulan bulanyk sinir a?y modelinin yangyna maruz betonarme dö?emelerin e?ilme kapasitesini tahmin etme kabiliyetini ortaya koymaktadyr.

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Details

Primary Language Turkish
Journal Section Computer Engineering
Authors

Mahmut Bilgehan This is me

Osman Sivrikaya This is me

Mihriban Karamanoğlu This is me

Publication Date March 1, 2011
Published in Issue Year 2011 Volume: 6 Issue: 2

Cite

APA Bilgehan, M., Sivrikaya, O., & Karamanoğlu, M. (2011). YANGINA MARUZ BETONARME DÖ?EMELERYN MOMENT KAPASYTESYNYN BULANIK SYNYR A?I YÖNTEMY YLE TAHMYNY. Engineering Sciences, 6(2), 611-619. https://doi.org/10.12739/nwsaes.v6i2.5000066995
AMA Bilgehan M, Sivrikaya O, Karamanoğlu M. YANGINA MARUZ BETONARME DÖ?EMELERYN MOMENT KAPASYTESYNYN BULANIK SYNYR A?I YÖNTEMY YLE TAHMYNY. Engineering Sciences. March 2011;6(2):611-619. doi:10.12739/nwsaes.v6i2.5000066995
Chicago Bilgehan, Mahmut, Osman Sivrikaya, and Mihriban Karamanoğlu. “YANGINA MARUZ BETONARME DÖ?EMELERYN MOMENT KAPASYTESYNYN BULANIK SYNYR A?I YÖNTEMY YLE TAHMYNY”. Engineering Sciences 6, no. 2 (March 2011): 611-19. https://doi.org/10.12739/nwsaes.v6i2.5000066995.
EndNote Bilgehan M, Sivrikaya O, Karamanoğlu M (March 1, 2011) YANGINA MARUZ BETONARME DÖ?EMELERYN MOMENT KAPASYTESYNYN BULANIK SYNYR A?I YÖNTEMY YLE TAHMYNY. Engineering Sciences 6 2 611–619.
IEEE M. Bilgehan, O. Sivrikaya, and M. Karamanoğlu, “YANGINA MARUZ BETONARME DÖ?EMELERYN MOMENT KAPASYTESYNYN BULANIK SYNYR A?I YÖNTEMY YLE TAHMYNY”, Engineering Sciences, vol. 6, no. 2, pp. 611–619, 2011, doi: 10.12739/nwsaes.v6i2.5000066995.
ISNAD Bilgehan, Mahmut et al. “YANGINA MARUZ BETONARME DÖ?EMELERYN MOMENT KAPASYTESYNYN BULANIK SYNYR A?I YÖNTEMY YLE TAHMYNY”. Engineering Sciences 6/2 (March 2011), 611-619. https://doi.org/10.12739/nwsaes.v6i2.5000066995.
JAMA Bilgehan M, Sivrikaya O, Karamanoğlu M. YANGINA MARUZ BETONARME DÖ?EMELERYN MOMENT KAPASYTESYNYN BULANIK SYNYR A?I YÖNTEMY YLE TAHMYNY. Engineering Sciences. 2011;6:611–619.
MLA Bilgehan, Mahmut et al. “YANGINA MARUZ BETONARME DÖ?EMELERYN MOMENT KAPASYTESYNYN BULANIK SYNYR A?I YÖNTEMY YLE TAHMYNY”. Engineering Sciences, vol. 6, no. 2, 2011, pp. 611-9, doi:10.12739/nwsaes.v6i2.5000066995.
Vancouver Bilgehan M, Sivrikaya O, Karamanoğlu M. YANGINA MARUZ BETONARME DÖ?EMELERYN MOMENT KAPASYTESYNYN BULANIK SYNYR A?I YÖNTEMY YLE TAHMYNY. Engineering Sciences. 2011;6(2):611-9.