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Title:

Dynamic response of three-dimensional rigid and flexible foundations on layered soils with local inhomogeneities

Document type:
Zeitschriftenaufsatz
Author(s):
Freisinger, J.; Radišić, M.; Taddei, F.; Müller, G.
Abstract:
The dynamic response of rigid and flexible three-dimensional (3D) foundations of arbitrary shape, placed on a homogeneous or layered halfspace, which may contain a finite, longitudinally invariant structure or inhomogeneity, is determined numerically. A 2.5D coupled Integral Transform Method (ITM) - Finite Element Method (FEM) approach is used to compute the dynamic compliance at the surface of the stratified soil with inclusion, whereas 3D ITM fundamental solutions are applied in case of a homo...     »
Keywords:
Structure Soil Structure Interaction (SSSI), Integral Transform Method (ITM), Finite Element Method (FEM), Substructure technique, Elastic wave propagation, Flexible Foundation
Dewey Decimal Classification:
620 Ingenieurwissenschaften
Journal title:
Soil Dynamics and Earthquake Engineering
Year:
2022
Journal volume:
153
Covered by:
Scopus; Web of Science
Fulltext / DOI:
doi:10.1016/j.soildyn.2021.107007
Submitted:
19.01.2021
Accepted:
24.09.2021
Date of publication:
01.02.2022
TUM Institution:
Lehrstuhl für Baumechanik
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