Comparison of one dimensional dynamic analysis and microtremor measurement results
Yükleniyor...
Dosyalar
Tarih
2019
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Turkish Chamber Civil Engineers
Erişim Hakkı
info:eu-repo/semantics/openAccess
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.
Açıklama
Ozaslan, Bilal/0000-0001-7951-1759; Iyisan, Recep/0000-0002-0887-9983; SUBASI, OZAN/0000-0001-6931-0590
WOS:000486421300006
WOS:000486421300006
Anahtar Kelimeler
1d Seismic Site Response Analysis, Microtremor, Shear Strain
Kaynak
Teknik Dergi
WoS Q Değeri
Q4
Scopus Q Değeri
Q3
Cilt
30
Sayı
5
