Structural Engineering and Mechanics

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Dynamic behavior of intake tower considering hydrodynamic damping effect

  • Uddin, Md Ikram (Department of Civil and Environmental Engineering, Kongju National University) ;
  • Nahar, Tahmina Tasnim (Department of Civil Engineering, Pabna University of Science and Technology) ;
  • Kim, Dookie (Department of Civil and Environmental Engineering, Kongju National University) ;
  • Kim, Kee-Dong (Department of Civil and Environmental Engineering, Kongju National University)
  • Received : 2021.05.26
  • Accepted : 2022.03.01
  • Published : 2022.05.10
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Abstract

The effect of hydrodynamic damping on intake tower is twofold: one is fluid damping and another is structural damping. Fluid damping can be derived analytically from the governing equation of the fluid-structure-interaction (FSI) problem which yields a very complicated solution. To avoid the complexity of the FSI problem water-tower system can be simplified by considering water as added mass. However, in such a system a reconsideration of structural damping is required. This study investigates the effects of this damping on the dynamic response of the intake tower, where, apart from the "no water (NW)" condition, six other cases have been adopted depending on water height. Two different cross-sections of the tower are considered and also two different damping properties have been used for each case as well. Dynamic analysis has been carried out using horizontal ground motion as input. Finally, the result shows how hydrodynamic damping affects the dynamic behavior of an intake tower with the change of water height and cross-section. This research will help a designer to consider more conservative damping properties of intake tower which might vary depending on the shape of the tower and height of water.

Keywords

Acknowledgement

This work was supported by the research grant of the Kongju National University, Republic of Korea in 2021.

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