Forecasting of the Intense – Deformed Conditions of Buildings at Their Reconstruction

December 15, 2014

ABSTRACT

In this article results of inspection and numerical experiment connected with definition of intense-deformed conditions of constructive elements of frameless buildings after its partial reconstruction and repair, an opportunity of forecasting of the further work of buildings and the constructions maintained in complex earth conditions. Settlement models of interaction of buildings with non-uniformly deformable bases are analyzed.

Numerical experiment has consisted in an estimation and the analysis of intense – deformed conditions (IDC) of designs frameless building undergoing influence of non-uniformly deformable basis. Works on inspection of a technical condition of a building of a hostel of Hydropower technical school of the Zaporozhye state engineering academy (HTS ZSEA) have been carried out.

The purpose of work was, that on the basis of the carried out works on measurements and inspection, the analysis of engineering – geological conditions of a platform, actual high-altitude position of building constructions and verifying calculations to define the IDC of designs and elements of a building, to analyse a technical condition and bearing ability of building constructions of a building of hostel HTS ZSEA and to compare these data for conformity of settlement model to physical object, and also to make the forecast of change of the IDC of elements of a building in case of the further development of sink deformations.

INSTITUTE

Zaporozhye State Engineering Academy, Zaporozhye