Characterization of site amplification by a parametric study

Name: Characterization of site amplification by a parametric study
Author: Fercan, N. O., Şafak, E., Ansal, Mustafa Atilla

İsim	Characterization of site amplification by a parametric study
Yazar	Fercan, N. O., Şafak, E., Ansal, Mustafa Atilla
Basım Tarihi:	2023
Basım Yeri	- Taylor & Francis
Konu	Fundamental soil frequency, Impedance ratio, Nonlinear soil behavior, Shear wave travel time, Site amplification, Time averaged shear wave velocity
Tür	Süreli Yayın
Dil	İngilizce
Dijital	Evet
Yazma	Hayır
Kütüphane:	Özyeğin Üniversitesi
Demirbaş Numarası	1363-2469
Kayıt Numarası	cf177590-408c-401d-a86d-02f345904c5d
Lokasyon	Civil Engineering
Tarih	2023
Örnek Metin	The reliability of Vs30 and the performance of alternative time averaged shear wave velocities (Vsz) and shear wave travel times (Ttz) at various depths, z, were investigated for the estimation of site amplification and fundamental frequency (f 0) characterization by considering the linear and nonlinear soil behavior. The study revealed that alternative parameters performed better than Vs30 and the best performing z parameters changed by switching from convex to concave theoretical profiles and by increasing ground motions. For a practical usage in site investigations, guidelines to estimate nonlinear soil amplification factor and fundamental frequency from the linear ones were presented.
DOI	10.1080/13632469.2023.2277833

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Characterization of site amplification by a parametric study

Yazar Fercan, N. O., Şafak, E., Ansal, Mustafa Atilla

Basım Tarihi 2023

Basım Yeri - Taylor & Francis

Konu Fundamental soil frequency, Impedance ratio, Nonlinear soil behavior, Shear wave travel time, Site amplification, Time averaged shear wave velocity

Tür Süreli Yayın

Dil İngilizce

Dijital Evet

Yazma Hayır

Kütüphane Özyeğin Üniversitesi

Demirbaş Numarası 1363-2469

Kayıt Numarası cf177590-408c-401d-a86d-02f345904c5d

Lokasyon Civil Engineering

Tarih 2023

Örnek Metin The reliability of Vs30 and the performance of alternative time averaged shear wave velocities (Vsz) and shear wave travel times (Ttz) at various depths, z, were investigated for the estimation of site amplification and fundamental frequency (f 0) characterization by considering the linear and nonlinear soil behavior. The study revealed that alternative parameters performed better than Vs30 and the best performing z parameters changed by switching from convex to concave theoretical profiles and by increasing ground motions. For a practical usage in site investigations, guidelines to estimate nonlinear soil amplification factor and fundamental frequency from the linear ones were presented.

DOI 10.1080/13632469.2023.2277833