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The present study focused on the mitigation of structural responses by implementing of multiple tuned liquid damper (MTLD) on a scaled structure and also with a single-tuned liquid damper (STLD), having a single natural frequency.
The simulation results show that the proposed controller can effectively achieve the mitigation of structural vibrations.
The performance of an LCVA has been investigated in this present study for the mitigation of structural response.
Simulation results demonstrate that mitigation of structural responses caused by diverse earthquake ground motions can be achieved by a system of NES devices.
However, which part of the strong motions contributed most to the heavy damage concentration during the mainshock, and how strong motion characteristics were generated, would be indispensable questions to answer for future mitigation of structural damage from similar crustal earthquakes.
Direct comparisons between mitigated and unmitigated structural responses, including story displacement, column strain and base shear force, demonstrate that rapid mitigation of structural responses was achieved by the system of devices.
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As expected, damping hasnot resulted in substantial mitigation of the structural damage for shear wall withlarge openings (Figures 13 and 14).
This work provides an example of internal watershed benefits of structural flood mitigation efforts, and the impact the may exert outside of the basin.
Implementation of high performance controllable damping devices can ameliorate cost-effectiveness of structural systems for mitigation of natural hazards.
In addition, another study used DHS that elevates in vivo oscillatory BFF via ImP, to evaluate the effects of DHS on mitigation of trabecular bone loss and structural alteration in a rat disuse model [ 53– 53].
Smart structural composites are multifunctional structural materials which can perform functions such as sensing strain, vibration reduction and are essential because of their relevance to mitigation and structural vibration control.
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