CERTAINLY-ELEMENT ANALYSIS of the TENSELY-DEFORMED STATE of the MONOLITHIC CROSSLY-RIBBED CEILING
Discusses provisions to address calculation and design-related tasks using the monolithic cross-ribbed ceiling for many-storey and tall buildings. Offered the most effective calculation models cross-ribbed slabs, on which calculation results were compared with the existing method of calculation. Numerical study of the stress-strain State of various options for constructive solutions to the monolithic cross-ribbed ceiling and horizontal stiffness of high-rise buildings in joint work with vertical formwork girders, and recommendations for the design of such overlaps.