Estimation of the Frequency Value of Masonry Arches by Classical Regression Analysis


Öztürk M. M., Nacar S., Akbulut Y. E., Altunışık A. C.

4th International Civil Engineering & Architecture Conference (ICEARC'25), Trabzon, Türkiye, 17 - 19 Mayıs 2025, ss.2048-2054, (Tam Metin Bildiri)

  • Yayın Türü: Bildiri / Tam Metin Bildiri
  • Basıldığı Şehir: Trabzon
  • Basıldığı Ülke: Türkiye
  • Sayfa Sayıları: ss.2048-2054
  • Karadeniz Teknik Üniversitesi Adresli: Evet

Özet

This study estimated the first frequency values of masonry stone arches subjected to high-temperature effects by classical regression analysis (CRA). Within the scope of the study, 450 heat transfer and 5850 modal analysis results of masonry stone arches with different dimensions and temperature histories were used. The first mode frequencies of the arch members were obtained with 6300 finite element analysis. Then, the first mode frequencies of the arch members were estimated by CRA using the geometrical parameters of the arch member (span, height, width, thickness) and the temperature history condition (0, 15, 30, 45, 60, 75, 90, 105, 120, 135, 150, 165, 180 min) to which the arch members were exposed. In the CRA method, four different functions, namely linear function (LF), power function (PF), exponential function (EF), and quadratic function (QF), were applied, and the coefficients of these functions were calculated. While developing the prediction models, %70 of the data was used for training and the remaining %30 for testing the models. Various performance statistics (square root of mean squared error, mean absolute error, scatter index, and Nash Sutcliffe (NS) efficiency coefficient) were used to evaluate the prediction performance of the developed models. The NS performances of the models developed using LF, PF, EF, and QF functions in the CRA method are calculated as 0.448, 0.923, 0.975, and 0.772 for the training data set and 0.449, 0.922, 0.975, and 0.722 for the test data set, respectively. When the performance statistics obtained are compared, it is seen that the most successful prediction results are obtained from EF. The performance statistics obtained from the modeling studies showed that the first mode frequency values of masonry stone arches with different dimensions and temperature histories could quickly be predicted with high performance, with less model and cost.