Empirical Mode Decomposition (EMD) is a technique that converts the measured signal into a number of basic functions known as intrinsic mode functions. The EMD-based damage detection algorithm relies on the principle that a sudden loss of stiffness in a structural member will cause a discontinuity in the measured response that can be detected through a distinctive spike in the filtered intrinsic mode function. Recent studies have shown that applying EMD to the acceleration response, due to the crossing of a constant load over a beam finite element model, can be used to detect a single damaged location. In this paper, the technique is further tested using the response of a discretized finite element beam with multiple damaged sections modele...
This paper proposes a new approach based on auxiliary mass spatial probing using spectral centre cor...
During the last 2 decades, structural damage identification using the dynamic parameters of the stru...
Abstract The moving load problem is divided into two typical types: moving force and moving mass. Th...
ABSTRACT: Empirical Mode Decomposition (EMD) is a technique that converts the measured signal into a...
International Conference on Structural Engineering Dynamics - ICEDyn 2011, Tavira, Portugal, 20-22 J...
This paper explores the advantages of Variational Mode Decomposition (VMD) in detecting local damage...
6th International Conference on Bridge Maintenance, Safety and Management (IABMAS 2012), Stresa, Lak...
The use of the method of Empirical Mode Decomposition (EMD) is explored for the detection of changes...
A new method is proposed in this paper for bridge damage detection using the response measured in a ...
In recent years there have been a growing number of publications on procedures for damage detection ...
Recently, the empirical mode decomposition (EMD) in combination with the Hilbert spectrum method has...
This paper demonstrates the feasibility of simultaneously identifying both the location and severity...
A new signal reconstruction is proposed for damage detection on a simply supported beam using multip...
Most structural failures are due to break in consisting materials. These breaks begin with a crack, ...
Time-frequency vibration signals processing technique and modal-based properties are combined to loc...
This paper proposes a new approach based on auxiliary mass spatial probing using spectral centre cor...
During the last 2 decades, structural damage identification using the dynamic parameters of the stru...
Abstract The moving load problem is divided into two typical types: moving force and moving mass. Th...
ABSTRACT: Empirical Mode Decomposition (EMD) is a technique that converts the measured signal into a...
International Conference on Structural Engineering Dynamics - ICEDyn 2011, Tavira, Portugal, 20-22 J...
This paper explores the advantages of Variational Mode Decomposition (VMD) in detecting local damage...
6th International Conference on Bridge Maintenance, Safety and Management (IABMAS 2012), Stresa, Lak...
The use of the method of Empirical Mode Decomposition (EMD) is explored for the detection of changes...
A new method is proposed in this paper for bridge damage detection using the response measured in a ...
In recent years there have been a growing number of publications on procedures for damage detection ...
Recently, the empirical mode decomposition (EMD) in combination with the Hilbert spectrum method has...
This paper demonstrates the feasibility of simultaneously identifying both the location and severity...
A new signal reconstruction is proposed for damage detection on a simply supported beam using multip...
Most structural failures are due to break in consisting materials. These breaks begin with a crack, ...
Time-frequency vibration signals processing technique and modal-based properties are combined to loc...
This paper proposes a new approach based on auxiliary mass spatial probing using spectral centre cor...
During the last 2 decades, structural damage identification using the dynamic parameters of the stru...
Abstract The moving load problem is divided into two typical types: moving force and moving mass. Th...