2008
DOI: 10.1504/ijmic.2008.019354
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Detection and localisation of damage in bridge model by spatial wavelet based approach

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Cited by 9 publications
(5 citation statements)
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“…Rucka and Wilde [16] suggested this method is suitable for bridge like structure, and shows the effective of continuous wavelet S transform in the process of damage detection. Reddy and Swarnamani [17] proposed Frequency response function curvature energy based damage index for damage detection in plate like structures. Reddy and Swarnamani [18] discussed how the strain energy modal data is processed through wavelet method and the effectiveness of the wavelet transform in the damage detection in beam and plate like structure explained.…”
Section: Introductionmentioning
confidence: 99%
“…Rucka and Wilde [16] suggested this method is suitable for bridge like structure, and shows the effective of continuous wavelet S transform in the process of damage detection. Reddy and Swarnamani [17] proposed Frequency response function curvature energy based damage index for damage detection in plate like structures. Reddy and Swarnamani [18] discussed how the strain energy modal data is processed through wavelet method and the effectiveness of the wavelet transform in the damage detection in beam and plate like structure explained.…”
Section: Introductionmentioning
confidence: 99%
“…Continuous wavelet transform are able to detect the multi damage present in the structure [11]. In a bridge like structure shows the effective of continuous wavelet transform in damage detection [13]. FRF curvature energy damage index method proposed for damage detection in plate like structures [16].…”
Section: Introductionmentioning
confidence: 99%
“…In a bridge like structure shows the effective of continuous wavelet transform in damage detection [13]. FRF curvature energy damage index method proposed for damage detection in plate like structures [16]. The strain energy data is used for wavelet transform and show the effectiveness of the wavelet transform in the damage detection in plate structure [17].…”
Section: Introductionmentioning
confidence: 99%
“…Douka et al [22] and Loutridis et al [23] introduced an intensity factor that estimates the size of the crack from the coefficients of the CWT. e Lipschitz (Hoelder) exponent (α) and intensity factor (K) were derived from the CWT coefficients to quantify the relationship between the damage and the change in the wavelet coefficients derived from modal and elemental strain energy data [24]. Chen et al [25] employed a Lipschitz exponent to quantify the signal singularity of the acceleration responses of a fivestorey building model using the CWT analysis.…”
Section: Introductionmentioning
confidence: 99%