Comparison of a 10-Story Tunnel Formwork Structure with Different Soil Classes According to the 2018 Earthquake Regulations
Yükleniyor...
Dosyalar
Tarih
2024
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
İstanbul Gelişim Üniversitesi Yayınları / Istanbul Gelisim University Press
Erişim Hakkı
info:eu-repo/semantics/openAccess
Özet
In this study, elastic design spectra were defined and compared for a 10-story tunnel formwork structure based on
different soil types according to the new earthquake regulations implemented in March 2018. The tunnel formwork project used
in the comparison was obtained from a static project author in Istanbul Esenyurt. Earthquake data affecting the design were
selected for soil classes ZA, ZB, ZC, ZD, and ZE using coordinates 41.0114327 latitude and 28.676468 longitude from AFAD.
Earthquake loads were applied in both X and Y directions to the building under consideration. The maximum relative floor
displacements, overturning moments, and base shear forces in the structure were obtained using earthquake data for the ZC soil
class.
Açıklama
Anahtar Kelimeler
Tunnel form, Elastic design spectrum, TBDY 2018, Earthquake
Kaynak
International Journal of Engineering Technologies IJET
WoS Q Değeri
Scopus Q Değeri
Cilt
9
Sayı
1
Künye
Şahin, F., Çelik, C., & Çelik, A. (2024). Comparison of a 10-Story Tunnel Formwork Structure with Different Soil Classes According to the 2018 Earthquake Regulations. International Journal of Engineering Technologies IJET, 9(1), 18-31. https://doi.org/10.19072/ijet.1515682
