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Study on Vibration Control Systems for Spherical Water Tanks Under Earthquake Loads
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Ensuring the safety of large spherical water storage tanks in seismic environments is critical. Therefore, this study proposed a vibration control device applicable to general spherical water tanks. By utilizing the upper interior space of a spherical tank, a novel tuned mass damper (TMD) system composed of a mass block and four elastic springs was proposed. To enable practical implementation, the vibration control mechanism and tuning principle of the proposed TMD were examined. Subsequently, an experimental setup, including the spherical water tank and the TMD, was developed. Subsequently, shaking experiments were conducted using two types of spherical tanks with different leg stiffness values under various seismic waves and excitation directions. Shaking tests using actual El Centro NS and Taft NW earthquake waves demonstrated vibration reduction effects of 34.87% and 43.38%, respectively. Additional shaking experiments were conducted under challenging conditions, where the natural frequency of the spherical tank was adjusted to align closely with the dominant frequency of the earthquake waves, yielding vibration reduction effects of 18.74% and 22.42%, respectively. To investigate the influence of the excitation direction on the vibration control performance, shaking tests were conducted at 15-degree intervals. These experiments confirmed that an average vibration reduction of more than 15% was achieved, thereby verifying the validity and practicality of the proposed TMD vibration control system for spherical water tanks.
Title: Study on Vibration Control Systems for Spherical Water Tanks Under Earthquake Loads
Description:
Ensuring the safety of large spherical water storage tanks in seismic environments is critical.
Therefore, this study proposed a vibration control device applicable to general spherical water tanks.
By utilizing the upper interior space of a spherical tank, a novel tuned mass damper (TMD) system composed of a mass block and four elastic springs was proposed.
To enable practical implementation, the vibration control mechanism and tuning principle of the proposed TMD were examined.
Subsequently, an experimental setup, including the spherical water tank and the TMD, was developed.
Subsequently, shaking experiments were conducted using two types of spherical tanks with different leg stiffness values under various seismic waves and excitation directions.
Shaking tests using actual El Centro NS and Taft NW earthquake waves demonstrated vibration reduction effects of 34.
87% and 43.
38%, respectively.
Additional shaking experiments were conducted under challenging conditions, where the natural frequency of the spherical tank was adjusted to align closely with the dominant frequency of the earthquake waves, yielding vibration reduction effects of 18.
74% and 22.
42%, respectively.
To investigate the influence of the excitation direction on the vibration control performance, shaking tests were conducted at 15-degree intervals.
These experiments confirmed that an average vibration reduction of more than 15% was achieved, thereby verifying the validity and practicality of the proposed TMD vibration control system for spherical water tanks.
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