FIELD: construction.
SUBSTANCE: in the reinforcement method, provided local damages are available that occurred at least in one of its bearing structures as a result of a beyond design basis emergency, continuous instrumental observations are carried out over the bearing structure to detect speed of variation of parameters characterising its deflected mode in time, then limit values of measured parameters are identified, when the bearing structure will be damaged, and the appropriate minimum limit duration of its serviceability. Simultaneously time is calculated, which is required to perform works to restore the bearing structure, afterwards, whenever any of measured parameters achieves its limit value, in the period of time corresponding to the difference between the limit duration of serviceability of the bearing structure and time required for its restoration, works are started to restore the bearing structure of a building or a structure.
EFFECT: higher reliability and efficiency of buildings and structures reinforcement.
4 dwg
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Authors
Dates
2012-10-10—Published
2011-04-28—Filed