All seismic systems that exist today have the idea of the horizontal seismic isolation.
The seismic system I propose is very different from other seismic systems.
a) It is the first sentence Awards I suggesting the clamped structure to the ground.
b) It is the first time worldwide that I suggest applying a reaction at the highest point of the roof, to stop the deformation of construction.
c) It is the first time worldwide that I suggest a system able to deflection earthquake loadings, to stronger cross-section able to receive the shear stress.
If you know a static model which will be able to stand on this seismic base.....
https://www.youtube.com/watch?v=Q6og4VWFcGA
please tell me to do the experiment
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