Abstract
The paper deals with a static reanalysis of the existing ice-rink bearing steel structure which proves all the bearing members of the object after additional loading by new roof coat. In addition to experimental measurements carried out to diagnose the bearing roof steel structure and its elements needed for static assess the structure’s current state, pressure coefficients in individual parts of the structure were defined by means of ANSYS software and consequently used in static analysis of wind effects. According to the static analysis results, the repair of initial state was designed and realized, with designing of details needed to be modified. By means of ANSYS software, the detail of pin joint support of laminated lattice-girders was 3D-modeled with volume elements. The deformation-stress analysis of the mentioned detail was also performed by considering of elastic-plastic material with linear hardening.
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