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Effects of soil-structure interaction on seismic response of elevated tanks
Abstract Models of two-dimensional x-braced elevated tanks supported on isolated footings are analyzed to investigate the effects of dynamic interaction between the tower and the supporting soil-foundation system. Static, dynamic elastic, and dynamic inelastic responses of towers under horizontal ground motions are evaluated. Effects of soil properties, represented by the shear wave velocity, on joint displacements and on member end actions are studied. In general, soil-tower interaction reduces member end actions except near the base of tower.
Effects of soil-structure interaction on seismic response of elevated tanks
Abstract Models of two-dimensional x-braced elevated tanks supported on isolated footings are analyzed to investigate the effects of dynamic interaction between the tower and the supporting soil-foundation system. Static, dynamic elastic, and dynamic inelastic responses of towers under horizontal ground motions are evaluated. Effects of soil properties, represented by the shear wave velocity, on joint displacements and on member end actions are studied. In general, soil-tower interaction reduces member end actions except near the base of tower.
Effects of soil-structure interaction on seismic response of elevated tanks
Haroun, Medhat A. (Autor:in) / Temraz, Mohamed K. (Autor:in)
Soil Dynamics and Earthquake Engineering ; 11 ; 73-86
02.05.1991
14 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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