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Inter-story drift of the specimens was calculated with data from laboratory apparatus and verified with test results.
The drift of the specimens at the maximum load ranged from 1.13 to 2.11%.
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This initial correlation might not be sufficiently correct due to the mechanical error of the stage and the drift of the specimen.
Temperature increase in long-term investigations, caused by the laser beam on top of the cantilever, induces expansion of the water in the leaf, resulting in a drift of the specimen.
The beneficial effect of CFRP anchor dowels and the FRP confinement ratio on the ultimate drift ratio of the specimens was assessed.
Figure 12 demonstrates two typical load-drift responses of the specimens when subjected to an incremental flexural load.
Strength, stiffness, and story drifts of the test specimens were evaluated.
Strength, stiffness and storey drifts of the test specimens were measured.
Both experimental and analytical results showed that the stiff RC infill wall dominated the lateral resistance and drift capacity of the test specimens, and that by adding slit-separated features at the edges of infill walls improved the drift capacity.
Figure 20b shows the damping ratio versus drift ratio of the test specimens for a negative loading direction.
Moreover, the drift ductility of the retrofitted specimens did not considerably differ from that of J-0. Figure 18 shows the strain profiles for longitudinal re-bars of the beams obtained from the test results.
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