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. 2021 Mar 12;14(6):1379. doi: 10.3390/ma14061379

Figure 7.

Figure 7

General scheme of the tested partition walls with positioned units for measurements of deformations and relocations: 1—reinforced concrete spandrel beam, 2—multi-channel ceiling slabs made of reinforced concrete, 3—masonry cross walls, 4—partition wall under test, and 5—horizontal expansion joint (T—dial deformation gauges, accuracy to 0.001 mm, C—dial relocation gauges, accuracy to 0.01 mm, P—floor deflection gauges, accuracy to 0.01 mm).