Vibro dynamic tests of the fragments of monolithic concrete buildings to their destruction in the Chisinau municipality was the final phase of research, aiming at developing effective reinforcement schemes of monolithic reinforced concrete buildings in seismic areas, developing the method for wall calculations based on the specifications and methods for consolidations of these buildings.

This experiment allowed to clarify the calculation models of the monolithic constructions and to test earlier developed analytical methodology, to calculate the seismic impact, to validate experimentally the effectiveness of the various systems of reinforced solid walls, to monitor changes in their dynamic characteristics as in constructions of plastic deformation and damage.

The author is proposing a new analysis model of a shear wall of a multistory monolithic building subjected to a special load combination and also a new scheme of reinforcing of such shear walls.