Difference between revisions of "Negative-stiffness isolators"
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* '''Horizontal Motion Isolation:''' | * '''Horizontal Motion Isolation:''' | ||
The beam-columns have horizontal stiffness Ks with the weight load applied laterally. Due to this the lateral bending stiffness is reduced by the "beam-column" effect. This behavior is equivalent to a horizontal spring combined with an NSI so that the horizontal stiffness is K=Ks-Kn, and Kn is the magnitude of the beam-column effect. | The beam-columns have horizontal stiffness Ks with the weight load applied laterally. Due to this the lateral bending stiffness is reduced by the "beam-column" effect. This behavior is equivalent to a horizontal spring combined with an NSI so that the horizontal stiffness is K=Ks-Kn, and Kn is the magnitude of the beam-column effect. | ||
| − | [[File: | + | [[File:NSI2.png|frame|left|Image reproduced from [https://commons.wikimedia.org/wiki/File:Vibrations_damping.svg here]]] |
| + | [[File:NSI3.gif|frame|center|Image reproduced from [https://www.minusk.com/content/technology/how-it-works_passive_vibration_isolator.html here]]] | ||
| + | [[File:NSI4.gif|frame|left|Image reproduced from [https://www.minusk.com/content/technology/how-it-works_passive_vibration_isolator.html here]]] | ||
| + | [[File:NSI5.gif|frame|center|Image reproduced form [https://commons.wikimedia.org/wiki/File:Vibrations_damping.svg here]]] | ||
| + | <br \> | ||
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If you are done reading this page, you can go back to [[Transportation#Types of PVI Systems|Types of PVI Systems]] | If you are done reading this page, you can go back to [[Transportation#Types of PVI Systems|Types of PVI Systems]] | ||
| + | |||
| + | == References == | ||
| + | This page has been inspired from https://www.minusk.com/content/in-the-news/Cleanroom_Technology_0412.html | ||
Revision as of 23:35, 8 February 2018
- Natural frequency range: 0.17 – 2.5 Hz
- Vertical Motion Isolation:
It uses a conventional spring connected to a Negative Stiffness Isolator (NSI) consisting of two bars hinged at the center. The stiffness of the isolator is K=KS-KN where KS is the spring stiffness and KN is the magnitude of a negative-stiffness which is a function of the length of the bars and the load P.
- Horizontal Motion Isolation:
The beam-columns have horizontal stiffness Ks with the weight load applied laterally. Due to this the lateral bending stiffness is reduced by the "beam-column" effect. This behavior is equivalent to a horizontal spring combined with an NSI so that the horizontal stiffness is K=Ks-Kn, and Kn is the magnitude of the beam-column effect.
If you are done reading this page, you can go back to Types of PVI Systems
References
This page has been inspired from https://www.minusk.com/content/in-the-news/Cleanroom_Technology_0412.html
