Yıl: 2016 Cilt: 19 Sayı: 4 Sayfa Aralığı: 471 - 480 Metin Dili: Türkçe DOI: 10.2339/2016.19.4 471-480 İndeks Tarihi: 19-06-2021

Dalgacık Dönüşümü ile Beton Basınç Dayanım Tahmininin İyileştirilmesi

Öz:
Betonun basınç dayanımının tahmini araştırmacılar tarafından son yıllarda artan bir hızla ele alınmaktadır. Bu konuda gelenekselistatistiksel tahmin yaklaşım ve yöntemlerinin terk edilerek gelişmiş tahmin yaklaşım ve metodolojileri kullanılmaya başlanmıştır.Bu çalışmada farklı karışım oranları kullanılarak Beton basınç dayanımının tahmininde Yapay Sinir Ağları (YSA) yöntemi ileDalgacık Dönüşümü Yapay Sinir Ağları (DDYSA) yöntemlerinin tahmin performansları karşılaştırılmış ve veri setini ayrıştıraraktahmin için daha kararlı duruma getiren Dalgacık Dönüşümünün (DD) tahmin performanslarının iyileşmeye/kötüleşmesine etkisiaraştırılmıştır. Bu kapsamda veri seti dört farklı şekilde eğitilmiş ve on altı farklı test çalışması gerçekleştirilmiştir. Gerçekleştirilentestler neticesinde DD’nin geleneksel YSA’ya oranla daha tatmin edici tahmin sonuçlar verdiği görülmüştür. Sonuç olarak DD’ninaraştırmacılar ve beton üreticileri tarafından beton basınç dayanım tahmininde etkin bir yöntem olarak kullanılabileceği sonucunavarılmıştır.
Anahtar Kelime:

Improving Prediction Accuracy of Concrete Compressive Strength via Wavelet Transform

Öz:
In recent years, Compressive strength prediction of concrete is being studied with an increasing speed by researchers. Instead of traditional statistical techniques, advanced prediction methods are being used in this area of study. In this study artificial neural network (ANN) and wavelet transform artificial neural network (WTANN) methods’ prediction performances were compared on compressive strength of concrete with different mixture ratios and additionally effect of wavelet transform which decomposes dataset into subsets for a stationary situation for prediction was presented. Within this scope dataset trained in four different ways and sixteen different tests performed. The results of tests performed, WTANN achieves higher prediction performance in comparison with ANN. Hence, it’s proved that WT could be used by researchers as an effective predictive tool for concrete compressive strength
Anahtar Kelime:

Belge Türü: Makale Makale Türü: Araştırma Makalesi Erişim Türü: Erişime Açık
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APA NAMLI e, ERDAL H, ERDAL H (2016). Dalgacık Dönüşümü ile Beton Basınç Dayanım Tahmininin İyileştirilmesi. , 471 - 480. 10.2339/2016.19.4 471-480
Chicago NAMLI ersin,ERDAL Halil Ibrahim,ERDAL HAMİT Dalgacık Dönüşümü ile Beton Basınç Dayanım Tahmininin İyileştirilmesi. (2016): 471 - 480. 10.2339/2016.19.4 471-480
MLA NAMLI ersin,ERDAL Halil Ibrahim,ERDAL HAMİT Dalgacık Dönüşümü ile Beton Basınç Dayanım Tahmininin İyileştirilmesi. , 2016, ss.471 - 480. 10.2339/2016.19.4 471-480
AMA NAMLI e,ERDAL H,ERDAL H Dalgacık Dönüşümü ile Beton Basınç Dayanım Tahmininin İyileştirilmesi. . 2016; 471 - 480. 10.2339/2016.19.4 471-480
Vancouver NAMLI e,ERDAL H,ERDAL H Dalgacık Dönüşümü ile Beton Basınç Dayanım Tahmininin İyileştirilmesi. . 2016; 471 - 480. 10.2339/2016.19.4 471-480
IEEE NAMLI e,ERDAL H,ERDAL H "Dalgacık Dönüşümü ile Beton Basınç Dayanım Tahmininin İyileştirilmesi." , ss.471 - 480, 2016. 10.2339/2016.19.4 471-480
ISNAD NAMLI, ersin vd. "Dalgacık Dönüşümü ile Beton Basınç Dayanım Tahmininin İyileştirilmesi". (2016), 471-480. https://doi.org/10.2339/2016.19.4 471-480
APA NAMLI e, ERDAL H, ERDAL H (2016). Dalgacık Dönüşümü ile Beton Basınç Dayanım Tahmininin İyileştirilmesi. Politeknik Dergisi, 19(4), 471 - 480. 10.2339/2016.19.4 471-480
Chicago NAMLI ersin,ERDAL Halil Ibrahim,ERDAL HAMİT Dalgacık Dönüşümü ile Beton Basınç Dayanım Tahmininin İyileştirilmesi. Politeknik Dergisi 19, no.4 (2016): 471 - 480. 10.2339/2016.19.4 471-480
MLA NAMLI ersin,ERDAL Halil Ibrahim,ERDAL HAMİT Dalgacık Dönüşümü ile Beton Basınç Dayanım Tahmininin İyileştirilmesi. Politeknik Dergisi, vol.19, no.4, 2016, ss.471 - 480. 10.2339/2016.19.4 471-480
AMA NAMLI e,ERDAL H,ERDAL H Dalgacık Dönüşümü ile Beton Basınç Dayanım Tahmininin İyileştirilmesi. Politeknik Dergisi. 2016; 19(4): 471 - 480. 10.2339/2016.19.4 471-480
Vancouver NAMLI e,ERDAL H,ERDAL H Dalgacık Dönüşümü ile Beton Basınç Dayanım Tahmininin İyileştirilmesi. Politeknik Dergisi. 2016; 19(4): 471 - 480. 10.2339/2016.19.4 471-480
IEEE NAMLI e,ERDAL H,ERDAL H "Dalgacık Dönüşümü ile Beton Basınç Dayanım Tahmininin İyileştirilmesi." Politeknik Dergisi, 19, ss.471 - 480, 2016. 10.2339/2016.19.4 471-480
ISNAD NAMLI, ersin vd. "Dalgacık Dönüşümü ile Beton Basınç Dayanım Tahmininin İyileştirilmesi". Politeknik Dergisi 19/4 (2016), 471-480. https://doi.org/10.2339/2016.19.4 471-480