A fuzzy logic system (FLS) is established for damage identification of simply supported bridge. A novel damage indicator is developed based on ratios of mode shape components between before and after damage. Numerical simulation of a simply-supported bridge is presented to demonstrate the memory, inference and anti-noise ability of the proposed method. The bridge is divided into eight elements and nine nodes, the damage indicator vector at characteristic nodes is used as the input measurement of FLS. Results reveal that FLS can detect damage of training patterns with an accuracy of 100%. Aiming at other test patterns, the FLS also possesses favorable inference ability, the identification accuracy for single damage location is up to 93.75%. ...
A fuzzy logic system (FLS) with a new sliding window defuzzifier is developed for damage detection. ...
A fuzzy logic system (FLS) with a new sliding window defuzzifier is developed for damage detection. ...
ABSTRACT. This paper describes some results of damage identification studies performed for the Swiss...
To avoid the false results of deterministic identification methods induced by uncertainties, a fuzzy...
A fuzzy logic system (FLS) with a new sliding window defuzzifier is proposed for structural damage...
A fuzzy logic system (FLS) with a new sliding window defuzzifier is proposed for structural damage...
Structural damage detection is based on that the dynamic response of structure will change because o...
Although improved design methodologies have significantly enhanced the reliability and safety of str...
Many civil and mechanical systems are in continuous use despite aging and associated risk for damage...
Uncertainties associated with the structural model and measured vibration data may lead to unreliabl...
Large scale tests with progressive damage on a prestressed concrete highway bridge have been perform...
Over the past 25 years, the use of modal parameters for detecting damage has received considerable a...
Uncertainties associated with the structural model and measured vibration data may lead to unreliabl...
In this study, damage detection methods of cable stayed bridges were investigated. Cable stayed brid...
In this paper, adaptive neuro-fuzzy inference system (ANFIS) and artificial neural networks (ANNs) t...
A fuzzy logic system (FLS) with a new sliding window defuzzifier is developed for damage detection. ...
A fuzzy logic system (FLS) with a new sliding window defuzzifier is developed for damage detection. ...
ABSTRACT. This paper describes some results of damage identification studies performed for the Swiss...
To avoid the false results of deterministic identification methods induced by uncertainties, a fuzzy...
A fuzzy logic system (FLS) with a new sliding window defuzzifier is proposed for structural damage...
A fuzzy logic system (FLS) with a new sliding window defuzzifier is proposed for structural damage...
Structural damage detection is based on that the dynamic response of structure will change because o...
Although improved design methodologies have significantly enhanced the reliability and safety of str...
Many civil and mechanical systems are in continuous use despite aging and associated risk for damage...
Uncertainties associated with the structural model and measured vibration data may lead to unreliabl...
Large scale tests with progressive damage on a prestressed concrete highway bridge have been perform...
Over the past 25 years, the use of modal parameters for detecting damage has received considerable a...
Uncertainties associated with the structural model and measured vibration data may lead to unreliabl...
In this study, damage detection methods of cable stayed bridges were investigated. Cable stayed brid...
In this paper, adaptive neuro-fuzzy inference system (ANFIS) and artificial neural networks (ANNs) t...
A fuzzy logic system (FLS) with a new sliding window defuzzifier is developed for damage detection. ...
A fuzzy logic system (FLS) with a new sliding window defuzzifier is developed for damage detection. ...
ABSTRACT. This paper describes some results of damage identification studies performed for the Swiss...