The influence of the technology of construction on the stressed-deformed state of the system 'construction-foundation'

摘要

The numerical modeling of the influence of technology of building and construction on the stressed-deformed state (SDS) of the construction-foundation system is examined as an example of three schemes of construction erection: layered, staged-eccentric, staged-centric. At each stage of loading the change of the SDS of the construction-foundation system was estimated. As the result of comparison of three schemes of erection the conclusion of the most rational way of construction erection was made.