Research Article

Developing Dynamic Digital Image Techniques with Continuous Parameters to Detect Structural Damage

Figure 10

The time history of displacement response of test specimen under excitation of Kobe earthquake at top, , , and .
453468.fig.0010a
(a) At top of test specimen
453468.fig.0010b
(b) At 3/4L of test specimen
453468.fig.0010c
(c) At 1/2L of test specimen
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(d) At 1/4L of test specimen