Structural damage identification based on short-time temporal coherence using free-vibration response signals
•A linear/nonlinear damage identification method is proposed based on STC.•Two STC-based indices are constructed for damage detection and localization.•The indices have high sensitivity to linear/nonlinear structural damage.•The STC-based method can identify loose connections in steel structure effe...
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Veröffentlicht in: | Measurement : journal of the International Measurement Confederation 2020-02, Vol.151, p.107209, Article 107209 |
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Sprache: | eng |
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