INVESTIGATION OF THE EFFECTS OF AMBİENT VIBRATIONS FILTERED AT DIFFERENT FREQUENCY RANGE ON THE DYNAMIC BEHAVIOR OF THE BUILDING


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Çelebi O., Bayrak B., Kılıç M., Aydın A. C.

6th International Conference on Computational Mathematics and Engineering Sciences / 20-22 May. 2022, Ordu – Turkey, Ordu, Türkiye, 20 Mayıs - 22 Haziran 2022, cilt.1, sa.1, ss.43-53

  • Yayın Türü: Bildiri / Tam Metin Bildiri
  • Cilt numarası: 1
  • Basıldığı Şehir: Ordu
  • Basıldığı Ülke: Türkiye
  • Sayfa Sayıları: ss.43-53
  • Atatürk Üniversitesi Adresli: Evet

Özet

Ambient vibrations, which are constantly and intensely felt in buildings, significantly affect the dynamic properties of the building such as the natural dominant period, damping ratio, floor displacements and accelerations that change over time. Ambient vibrations caused by explosions, the passage of heavy vehicles and heavy human and vehicle traffic are recorded with sensors such as accelerometers and speedometers. Otherwise, considering the vibrations that are not related to the structure in the estimation of the dynamic behavior of the structure may lead to incorrect calculations. In this study, ambient vibrations taken from a structure using accelerometers with a measurement capacity of 3g acceleration and frequency ranges of 0.1-50 Hz were filtered in the frequency range of 0.1-10 Hz, 0.1-25 Hz and 0.1-50 Hz with bandpass filtering technique and used in structural analysis. In order to investigation the effect of filtered ambient vibrations in the study, a 9 m high steel state structure with 1 opening in the X direction and 7 spans in the Y direction with heavy traffic and noise flow was used. In order to represent the ambient vibrations in the structure, so-called acceleration-frequency curves were drawn and modal parameters were determined. By using the filtered ambient vibrations, the dynamic responses of the structure are calculated and the structural damping, structure acceleration and displacements are approximately calculated. The results of the study show that filtering in the 0.1-25 Hz frequency range is more appropriate in order to see the suitability of the structure in terms of dynamic behavior and the effects of modes such as bending, torsion and lateral torsional buckling. However, it is predicted that these frequency ranges may change in structures with different span distances and heights. The study showed that correct filtering and frequency ranges should be applied in order to determine the dynamic behavior of a structure under the influence of ambient vibrations.