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Exact(5)
Consequently, it can be deduced that the proposed damage localization method is able to detect damage in multiple damage cases without making use of sensitivity analysis.
In Ref. [33], the proposed method was numerically verified by simulated noisy data from a three-dimensional transmission tower model for single and multiple damage cases.
Figures 2a, b and 3a, b illustrate the damage locations detected by DRS. As can be observed, damage sites are accurately identified when single or multiple damage cases are present.
The simulation results demonstrate the accuracy and efficiency of the proposed method in detecting multiple damage cases and exhibit its robustness regarding noise and its advantages compared to other reported solution algorithms.
Both experimental and numerical results of single and multiple damage cases with different levels of stiffness loss indicate that the two jerk energy-based methods can also be used in real-time damage detection of shear structures with random base excitation.
Similar(55)
For multiple damage case, the FLS identifies damages in the beam with an average accuracy of about 94percentt in the presence of above mentioned uncertainties.
Both single damage and multiple damages cases are studied.
Here the perturbative solution is used to introduce an effective damage measure able to localize correctly narrow and broad damages and also single and multiple damages cases.
Overall, the proposed approach incorporating a wireless impedance sensor node was used to evaluate the damage type and severity in multi-type and multiple structural damage cases.
Multiple damage modes occurred and the damage mechanisms were seen to vary with the test parameters.
Several damage cases are considered to investigate the effectiveness of proposed damage localization methods.
Related(20)
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