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Exact(5)
Results show that the method correctly identifies both single and multiple damages in the structure.
Results illustrate that the MSEC is sensitive to damage, and the proposed method is simple and robust in locating single or multiple damages in a structure.
Baseline modification concept was newly introduced to detect multiple damages in cantilever beam-type structures by changing the baseline to the prior damage location.
The objective is to evaluate the feasibility of the proposed multi-criteria method to identify and localise single and multiple damages in numerical models of flexural members having different boundary conditions.
Vibration parameters obtained from finite element analysis of the intact and damaged building models are then applied into the proposed algorithms for detecting and locating the single and multiple damages in these buildings.
Similar(55)
Results show that the proposed multi-criteria method incorporating modal flexibility and modal strain energy method is effective in multiple damage assessment in beam and plate structures.
The flexibility difference method is also successful in locating multiple damage locations in the beam.
According to the numerical and experimental investigations, it was demonstrated that the proposed approach presents satisfactory damage indices both in single and multiple damage states in presence of high level noise.
A novel approach is presented in this work to localize simultaneously multiple damaged elements in a structure along with the estimation of damage severity for each of the damaged elements.
The purpose of this paper is to seek efficient methods for multiple damage location in beam structures.
In this work, computational models are developed by ABAQUS/Standard, with 3D progressive damage model to predict multiple damage modes in two components of joint.
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