Abstract

Intake towers are typically tall, hollow, reinforce d concrete structures and form entrance to reservoi r outlet works. A parametric study on dynamic behavior of circular cylindrical t owers can be carried out to study the effect of dep th of submergence, wall thickness and slenderness ratio, and also effect on tower con sidering dynamic analysis for time history function of different soil condition and by Goyal and Chopra accounting interaction effects of added hydrodynamic mass of surrounding and insid e water in intake tower of dam

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