Seismic response analysis of adjacent liquid-storage tanks

  • A refined substructure technique in the frequency domain is developed, which permits consideration of the interaction effects among adjacent containers through the supporting deformable soil medium. The tank-liquid systems are represented by means of mechanical models, whereas discrete springs and dashpots stand for the soil beneath the foundations. The proposed model is employed to assess the responses of adjacent circular, cylindrical tanks for harmonic and seismic excitations over wide range of tank proportions and soil conditions. The influence of the number, spatial arrangement of the containers and their distance on the overall system's behavior is addressed. The results indicate that the cross-interaction effects can substantially alter the impulsive components of response of each individual element in a tank farm. The degree of this impact is primarily controlled by the tank proportions and the proximity of the predominant natural frequencies of the shell-liquid-soil systems and the input seismic motion. The group effects should be not a priori disregarded, unless the tanks are founded on shallow soil deposit overlying very stiff material or bedrock.

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Metadaten
Author:Konstantin Mykoniou, Christoph ButenwegORCiD, Britta Holtschoppen, Sven Klinkel
DOI:https://doi.org/10.1002/eqe.2726
ISSN:1096-9845 (E-Journal); 0098-8847 (Print)
Parent Title (English):Earthquake engineering and structural dynamics
Publisher:Wiley-VCH
Place of publication:Weinheim
Document Type:Article
Language:English
Year of Completion:2016
Date of the Publication (Server):2016/03/23
Tag:impulsive effects; liquid-storage tank; liquid-structure interaction; seismic response; structure-soil-structure interaction
Volume:45
Issue:11
First Page:1779
Last Page:1796
Link:https://doi.org/10.1002/eqe.2726
Zugriffsart:campus
Institutes:FH Aachen / Fachbereich Energietechnik
collections:Verlag / Wiley-VCH