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Torsional failure of elevated tanks has occurred in past earthquakes.
This paper focuses on conical steel vessels as superstructure of elevated tanks.
The main focus of the current study is to evaluate the performance of elevated tanks under seismic loading.
The results of this study show that the current practice predicts the response of elevated tanks with reasonable accuracy.
The study on the example tanks with different alternate configurations shows that the design of elevated tanks based on a fixed base assumption may lead to wrong assessment of seismic base shear.
In the context of such hazards indicating deficiencies in the existing seismic design strategy of such structures, dynamic characteristics of elevated tanks supported by cylindrical shaft (shaft staging) are comprehensively studied in the first part of present investigation.
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This paper presents a review of simplified seismic design procedures for elevated tanks and the applicability of general-purpose structural analyses programs to fluid structure soil interaction problems for these kinds of tanks.
He hauls purchased water to elevated tanks that feed the kitchen sink, showers and flush toilets.
The applicability of these ten models for the seismic design of the elevated tanks with four different subsoil classes are emphasized and illustrated.
Identifying the deficiencies in current design, simple design procedure of such elevated tanks utilizing the formulations developed is proposed.
It has a storage capacity of in elevated tanks.
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Justyna Jupowicz-Kozak
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