While traditional science deals with supposedly predictable phenomena such as gravity, electricity or chemical reactions, there is also Chaos Theory which deals with non-linear things that are virtually impossible to predict or control, such as turbulence, weather, the stock market, our brain states and so on.
When there is an earthquake there are too many unpredictable - unpredictable chaos factors in the behavior of the ground and the structure that change the stress measure of each individual structure.
Low-rise structure, mid-rise structure and high-rise structure react differently to the multiple frequencies of ground displacement reaching below the structure.
The direction of the earthquake is unknown, the ground acceleration reaching under the structure and determining the force of the earthquake is unknown, the exact content of the seismic excitation frequencies is unknown, the duration of the earthquake is unknown, a structure can withstand high acceleration for a short duration or low acceleration for a long duration, but cannot withstand high acceleration for a long duration, the magnitude of the earthquake is unknown, the distance from the epicentre of the earthquake to the structure is unknown, the focal depth of the earthquake is unknown, the composition of the ground between the structure and the earthquake which transmits the energy of the earthquake is unknown, e.g. e.g. soft soil increases ground displacement four to five times compared to rock. Even the maximum possible accelerations given by seismologists, which determine the seismic design factor, have a probability of being exceeded by more than 10%.
The correlation of quantities such as "inertia stresses, damping forces, elastic forces, dynamic characteristics of the structure, soil-structure interaction, imposed ground motion" is non-linear and by interacting with each other they change the behaviour and stress of the building.
I am engaged in applied research of seismic structures trying to eliminate and control all these unstable chaos factors lying on the ground and better construction by applying prestressing at the ends of the wall sections in order to reduce the deformation of their frame and increase the strength of their reinforced concrete without admixtures and mass increase which incidentally increases the inertia loads, and on the other hand I am embedding the structure with the ground for the first time in the world in order to rotate the inertia loads into the ground allowing the ground to participate in the response of the structure to the seismic displacements, excessively controlling the chaos of all these unstable factors, while increasing the quality of the foundation soil.
In addition to the above mentioned too, there are three other factors that I exploit to increase the earthquake carrying capacity of structures.
1) I built additional seismic damping mechanisms throughout the height of the building.
2) Decoupling of the elastic columns and beams and plates, from the rigid longitudinal prestressed and butted walls with the ground, allows them to collide with each other at the height of the diaphragms and in this way to cancel out the displacements of the load-bearing structure and the deformations.
3) I exploited the double lever arm of height and width of the longitudinal walls, so that the lever arm of width cancels out the torque tensions that the lever arm of height lowers at the base.
https://www.youtube.com/watch?v=zhkUlxC6IK4&t=45s