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STIFFNESS-MASS RATIOS METHOD FOR BASELINE DETERMINATION AND DAMAGE ASSESSMENT OF A BENCHMARK STRUCTURE

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Figure 5.3 Extracted 2 nd  Mode Shape Using the FDD Method for Frame 1, Phase I.
Figure 5.5 Extracted 4 th  Mode Shape Using the FDD Method for Frame 1, Phase I.
Figure 5.8 Normalized Damage Indicators z j  for Damage Pattern 1 – Baseline from Undamaged  Response, Phase I
Figure 5.10 Normalized Damage Indicators z j  for Damage Pattern 2 – Baseline from Given  Undamaged Response, Phase I
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