Comparison of a 10-Story Tunnel Formwork Structure with Different Soil Classes According to the 2018 Earthquake Regulations

Basit Öğe Kaydı
dc.contributor.authorŞahin, Furkan
dc.contributor.authorÇelik, Cüneyt
dc.contributor.authorÇelik, Abdullah
dc.date.accessioned2025-03-26T13:52:48Z
dc.date.available2025-03-26T13:52:48Z
dc.date.issued2024
dc.departmentİstanbul Esenyurt Üniversitesi
dc.description.abstractIn 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.
dc.identifier.doi10.19072/ijet.1515682
dc.identifier.doihttps://doi.org/10.19072/ijet.1515682
dc.identifier.endpage31
dc.identifier.issn2149-0104
dc.identifier.issn2149-5262
dc.identifier.issue1
dc.identifier.startpage18
dc.identifier.urihttps://hdl.handle.net/20.500.14704/267
dc.identifier.volume9
dc.language.isoen
dc.publisherİstanbul Gelişim Üniversitesi
dc.relation.ispartofInternational Journal of Engineering Technologies
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_DergiPark_20250326
dc.subjectTunnel form
dc.subjectElastic design spectrum
dc.subjectTBDY 2018
dc.subjectEarthquake.
dc.titleComparison of a 10-Story Tunnel Formwork Structure with Different Soil Classes According to the 2018 Earthquake Regulations
dc.typeReview Article

Dosyalar

Koleksiyon

Öksüz Yayınlar Koleksiyonu