A probabilistic damage identification method for shear structure components is presented. The method uses the extracted modal frequencies from the measured dynamical responses in conjunction with a representative finite element model. The damage of each component is modeled using a stiffness multiplier in the finite element model. By coupling the extracted features and the probabilistic structural model, the damage identification problem is recast to an equivalent optimization problem, which is iteratively solved using the cross-entropy optimization technique. An application example is used to demonstrate the proposed method and validate its effectiveness. Influencing factors such as the location of damaged components, measurement location,...
Structural damage identification is a scientific field that has attracted a lot of interest in the s...
A probabilistic approach for model updating and damage detection of structural systems is presented ...
This investigation addresses the problem of damage assessment in mechanical and civil engineering st...
A probabilistic damage identification method for shear structure components is presented. The method...
To avoid the false positives of damages in the deterministic identification method induced by uncert...
This paper presents a novel adaptive probabilistic algorithm to identify damage characteristics by i...
Evolutionary algorithms are suitable to solve damage identification problems in a multi-objective co...
10th International Conference on Damage Assessment of Structures (DAMAS 2013), Dublin, Ireland 8-10 ...
Cross-entropy optimization has recently been applied to the damage detection in structures subject t...
This paper proposes a statistical method for the damage identification of structures based on the me...
Evolutionary algorithms are suitable to solve damage identification problems in a multiobjective con...
This investigation addresses the problem of damage assessment in mechanical and civil engineering st...
National Natural Science Foundation of China (NSFC) [51178406]; State Key Laboratory for Disaster Re...
The Tenth International Conference on Computational Structures Technology, CST2010, Valencia, Spain,...
AbstractThis paper presents a global algorithm for damage assessment of structures, based on a param...
Structural damage identification is a scientific field that has attracted a lot of interest in the s...
A probabilistic approach for model updating and damage detection of structural systems is presented ...
This investigation addresses the problem of damage assessment in mechanical and civil engineering st...
A probabilistic damage identification method for shear structure components is presented. The method...
To avoid the false positives of damages in the deterministic identification method induced by uncert...
This paper presents a novel adaptive probabilistic algorithm to identify damage characteristics by i...
Evolutionary algorithms are suitable to solve damage identification problems in a multi-objective co...
10th International Conference on Damage Assessment of Structures (DAMAS 2013), Dublin, Ireland 8-10 ...
Cross-entropy optimization has recently been applied to the damage detection in structures subject t...
This paper proposes a statistical method for the damage identification of structures based on the me...
Evolutionary algorithms are suitable to solve damage identification problems in a multiobjective con...
This investigation addresses the problem of damage assessment in mechanical and civil engineering st...
National Natural Science Foundation of China (NSFC) [51178406]; State Key Laboratory for Disaster Re...
The Tenth International Conference on Computational Structures Technology, CST2010, Valencia, Spain,...
AbstractThis paper presents a global algorithm for damage assessment of structures, based on a param...
Structural damage identification is a scientific field that has attracted a lot of interest in the s...
A probabilistic approach for model updating and damage detection of structural systems is presented ...
This investigation addresses the problem of damage assessment in mechanical and civil engineering st...