CaltechAUTHORS
  A Caltech Library Service

Analytical 1D transfer functions for layered soils

Garcia-Suarez, Joaquin and González-Carbajal, Javier and Asimaki, Domniki (2022) Analytical 1D transfer functions for layered soils. Soil Dynamics and Earthquake Engineering, 163 (Art.107532). ISSN 0267-7261. doi:10.1016/j.soildyn.2022.107532. https://resolver.caltech.edu/CaltechAUTHORS:20221024-225625834

[img] PDF - Published Version
See Usage Policy.

4MB

Use this Persistent URL to link to this item: https://resolver.caltech.edu/CaltechAUTHORS:20221024-225625834

Abstract

Transfer functions are constantly used in both Seismology and Geotechnical Earthquake Engineering to relate seismic ground motion at different depths within strata. In the context of diffusive theory, they also appear in the expression of the imaginary part of 1D Green’s functions. In spite of their remarkable importance, their mathematical structure is not fully understood yet, except in the simplest cases of two or three layers at most. This incomplete understanding, in particular as to the effect of increasing number of layers, hinders progress in some areas, as researchers have to resort to expensive and less conclusive numerical parametric studies. This text presents the general form of transfer functions for any number of layers, overcoming the above issues. The mathematical structure of these transfer functions comes defined as a superposition of independent harmonics, whose number, amplitudes and periods we fully characterize in terms of the properties of the layers in closed-form. Owing to the formal connection between seismic wave propagation and other phenomena that, in essence, represent different instances of wave propagation in a linear-elastic medium, we have extended the results derived elsewhere, in the context of longitudinal wave propagation in modular rods, to seismic response of stratified sites. The ability to express the reciprocal of transfer functions as a superposition of independent harmonics enables new analytical approaches to assess the effect of each layer over the overall response. The knowledge of the general closed-form expression of the transfer functions allows to analytically characterize the long-wavelength asymptotics of the horizontal-to-vertical spectral ratio for any number of layers.


Item Type:Article
Related URLs:
URLURL TypeDescription
https://doi.org/10.1016/j.soildyn.2022.107532DOIPublished article
https://doi.org/10.31224/osf.io/n43cvDOIDiscussion Paper
https://ars.els-cdn.com/content/image/1-s2.0-S0267726122003773-mmc1.pdfPublisherSupplementary material: MMC S1
ORCID:
AuthorORCID
Garcia-Suarez, Joaquin0000-0001-8830-4348
González-Carbajal, Javier0000-0002-1379-0406
Asimaki, Domniki0000-0002-3008-8088
Additional Information:Open access. Under a Creative Commons license. Received 19 June 2022, Revised 5 September 2022, Accepted 5 September 2022, Available online 24 September 2022, Version of Record 24 September 2022. The Authors are thankful to Prof. Elnaz E. Seylabi (University of Nevada, Reno) for suggesting the application.
Subject Keywords:Elasticity; Geotechnical earthquake engineering; Inverse analysis; Layered soils; Seismology; Site response analysis; Transfer function
Issue or Number:Art.107532
DOI:10.1016/j.soildyn.2022.107532
Record Number:CaltechAUTHORS:20221024-225625834
Persistent URL:https://resolver.caltech.edu/CaltechAUTHORS:20221024-225625834
Usage Policy:No commercial reproduction, distribution, display or performance rights in this work are provided.
ID Code:117566
Collection:CaltechAUTHORS
Deposited By: Katherine Johnson
Deposited On:01 Nov 2022 15:54
Last Modified:01 Nov 2022 15:54

Repository Staff Only: item control page