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image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Fusion Engineering a...arrow_drop_down
image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao
Fusion Engineering and Design
Article . 2026 . Peer-reviewed
License: Elsevier TDM
Data sources: Crossref
https://doi.org/10.2139/ssrn.6...
Article . 2026 . Peer-reviewed
Data sources: Crossref
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Soil-Foundation-Structure Interaction Analysis of IFMIF-DONES Main Building

Authors: Mario Ruiz; María Luque; Jorge Maestre; Didier Combescure; Gaston Hanna; Iván Podadera; Moisés Weber;

Soil-Foundation-Structure Interaction Analysis of IFMIF-DONES Main Building

Abstract

The IFMIF-DONES project is undertaking the design and construction of a scientific facility near Granada, Spain, intended for the irradiation of fusion materials under a neutron spectrum similar to that found inside a nuclear fusion reactor. Granada is a moderately seismic region within the Iberian Peninsula, which requires an appropriate seismic design strategy to ensure the reliable and safe operation of the facility.The Main Building, which houses the facility's critical systems, consists of a concrete structure seismically isolated from the ground. As the project progressed, more detailed in-situ investigations and a comprehensive Seismic Hazard Assessment refined the understanding of site conditions. These updated analyses suggested that seismic base isolation may not be strictly necessary from a structural perspective and could introduce additional construction complexities. This has enabled the consideration of alternative foundation schemes, although these may influence the performance of the installed equipment.This study presents the results of structural analyses for several substructure options without seismic isolation, including ground improvement techniques and the use of piles. The alternatives are compared based on their impact on the overall building design and the seismic demand transmitted to sensitive internal components, as represented by the Floor Response Spectra (FRS), providing a trade-off analysis of performance and constructability. Finally, for the best-performing alternative, probabilistic FRS are derived to quantify the impact of soil variability on seismic demand.

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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
0
Average
Average
Average
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