The Seismic Regulation say that even without an anchoring mechanism, the structures are considered to be anchored to the ground. Right or wrong?

Are the constructions anchoring with the ground Yes or No?

The anchors in the space commit the six degrees of freedom.

The reaction of an anchor consists of one or more component moments.

If these torques are not able to stop the rotation of the walls then it is not anchoring it is a articulation.

At small accelerations the foot girders are able to stop the rotation of the columns.

We know, however, that the pillars are intended to carry only static loads and not seismic ones in which they are completely weak.

The elongated walls, the correct dimensioning per direction and shape of the cross-sections of the floor plan of the walls, and their correct placement in the space, is the correct design that resists seismic shifts.

In an earthquake, the walls lose their eccentricity and their bases are lifted, creating twisting in all of the nodes of the structure. There is a limit to the eccentricity, that is, there is a limit to the surface area of ​​the base which is lifted by the rollover moment. To minimize the twisting of the bases, we place strong foot girders in the walls.

In the large longitudinal columns and walls, due to the large moments which occur during an earthquake, it is practically impossible to prevent rotation with the classical way of construction of the foot girders.

The result is that the foot girders fail and the anchoring turns into a joint with disastrous results for the elements of the nodes.

So the question comes in.

Is there anchoring of the walls at high accelerations or is it turning into a articulation,?

Because if there is a articulation,, then the anchoring of the base to the ground with the mechanism of my invention is imperative.

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