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Figure 1.
A single-storey building of a church: a) plan, b) section view, c) building during rectification, d) view of east side after rectification; based on [19]
Figure 2.
Plan and cross-section of a single-storey building with a usable attic and a garage, 1 – axis of rotation, 2 – “zero” point, 3 – tearing plane
Figure 3.
Rectified building with a usable attic and a garage: a) view of the southern side, b) western wall
Figure 4.
Two-storey building, 1 – the level of building tearing
Figure 5.
North-western corner of the two-storey building: a) prior to rectification, b) during rectification, c) after rectification with noticeable displacement uobj = 1312 mm
Figure 6.
11-storey building: a) ground floor plan, b) northern elevation; 1 – axis of rotation, 2 – fixed point, 3 – incision plane
Figure 7.
11-storey building during rectification: a) jacks installed in the wall, b) strengthening of the elevator shaft, whose deflection was regarded as reliable
Figure 8.
A complex of buildings connected functionally with a patio
Figure 9.
Rectified complex of buildings: a) view from the southeastern side, b) temporary supports during rectification
Figure 10.
Rectified historic timber building of museum: a) ground floor plan with determined values uobj, b) cross-section, c) works related to the new foundation; based on [20]
Figure 11.
Rectified bell tower: a) vertical section, b) floor plan with determined values uobj, c) reinforced concrete ring beam supported on piles, based on [21]
Figure 12.
Tower during works of a) rectification, b) replacement of roof sheathing
Figure 13.
Rectified tank with avolume of 950 m3: a) facility plan with determined values uobj, b) cross-section, c) void between the foundation and the ground; based on [22]