1999
DOI: 10.1061/(asce)0733-9445(1999)125:3(265)
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Damage Assessment of Jacketed RC Columns Using Vibration Tests

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Cited by 46 publications
(23 citation statements)
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“…Proof of this is the review of damage detection methods through the change in modal properties presented in [26]. The relevant method are: Natural Frequency Based Methods [93], Mode Shape Based Methods [94][95][96][97][98], Mode Shape Curvature Based Methods [99][100][101][102][103], Strain Mode Shape Based Methods [71,[104][105][106][107][108], Dynamically Measured Flexibility Based Methods [109][110][111], and Neural Network Based Methods [112][113][114][115][116][117].…”
Section: Offshore Wind Turbines Damage Definition and Detectionmentioning
confidence: 99%
“…Proof of this is the review of damage detection methods through the change in modal properties presented in [26]. The relevant method are: Natural Frequency Based Methods [93], Mode Shape Based Methods [94][95][96][97][98], Mode Shape Curvature Based Methods [99][100][101][102][103], Strain Mode Shape Based Methods [71,[104][105][106][107][108], Dynamically Measured Flexibility Based Methods [109][110][111], and Neural Network Based Methods [112][113][114][115][116][117].…”
Section: Offshore Wind Turbines Damage Definition and Detectionmentioning
confidence: 99%
“…In civil engineering, neural networks were well applied to the detection of structural damage (Feng and Bahng 1999), the identification and control of structural systems (Feng and Bahng 1999;Chen et al 1995), the modeling of material behavior (Adeli and Park 1995), and the proportion of concrete mixtures (Oh et al 1999). In addition, the compressive strength of concrete (Kim et al 2004;Kim et al 2005) was effectively estimated by several researchers, including the authors of this paper, who have applied the neural networks.…”
Section: Principles Of Neural Networkmentioning
confidence: 99%
“…An important issue in structural health monitoring is selection of the members and locations of the structure to be monitored. Feng and Bahng (1999) use the BP algorithm to estimate the change in stiffness based on the measured vibration characteristics for damage assessment of reinforced concrete columns retrofitted by advanced composite jackets. Kim et al (2000b) describe a two-stage procedure where in the first stage traditional sensitivity analysis is used to rank and select critical members.…”
Section: Structural Condition Assessment and Monitoringmentioning
confidence: 99%