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Comparison of One Dimensional Dynamic Analysis and Microtremor Measurement Results      
Yazarlar
Ozan Subaşı
Türkiye
Hiroaki Yamanaka
Murat Emre Haşal
Dr. Öğr. Üyesi Bilal ÖZASLAN Dr. Öğr. Üyesi Bilal ÖZASLAN
İstanbul Teknik Üniversitesi, Türkiye
Recep İyisan
İstanbul Teknik Üniversitesi, Türkiye
Kosuke Chimoto
Özet
The deformation level of the surface soil layer due to strong ground motion has a considerable effect in soil-structure interaction problems. The shear strain values of the near surface soil deposits which are calculated by one dimensional (1D) seismic site response analyses can also be estimated by incorporating the results obtained from Horizontal to Vertical Spectral Ratio (HVSR) analysis of microtremor data and peak horizontal acceleration value of design ground motion. In this study, the seismic behaviors of soil layers at a site located in the vicinity of North Anatolian Fault were estimated by using the results of both 1D equivalent linear seismic site response analyses for 14 different seismic excitation records and HVSR analyses of ground ambient noise-microtremor measurement data. A correlation is proposed for elastic and elasto-plastic deformation levels of surface soil layers in order to estimate the value of shear strain due to strong ground motion.
Anahtar Kelimeler
1D seismic site response analysis | microtremor | shear strain
Makale Türü Özgün Makale
Makale Alt Türü SSCI, AHCI, SCI, SCI-Exp dergilerinde yayımlanan tam makale
Dergi Adı TEKNIK DERGI
Dergi ISSN 1300-3453
Dergi Tarandığı Indeksler SCI
Dergi Grubu Q4
Makale Dili Türkçe
Basım Tarihi 09-2019
Cilt No 30
Sayı 5
Sayfalar 9459 / 9481
Doi Numarası 10.18400/tekderg.399710