The purpose of the study is the development of a tool for the prediction of the structural damage by means of the numerical damage simulation in the design stage. For the evaluation of the structural integrity in the numerical damage analysis, a global damage indicator was defined based on the modal parameters obtained from the tangential equation of motion: a set of natural frequencies and mode shapes. As they are given in a set, it may be difficult to treat them as a damage indicator. In this study a new damage indicator based on the natural frequencies was defined using the contribution factors of the mode shapes under consideration of the external modal energy. A numerical example of a frame structure showed the efficiency of the damage...
The dynamic behavior of a structural system is influenced by damage to the structure. Extraction of...
In order to maintain the reliability of civil engineering structures, it is important to develop a n...
Natural frequencies and mode shapes of a structure change whenever a structure has any kind of damag...
AbstractThis paper presents a global algorithm for damage assessment of structures, based on a param...
The structural damages can lead to structural failure if they are not identified at early stages. Di...
Damage assessment of structures includes estimation of location and severity of damage. Quite often ...
Damage assessment of structures includes estimation of location and severity of damage. Quite often ...
Damage detection and identification in civil, mechanical, and aerospace engineering structures by us...
Damage identification based on modal parameters is an important approach in structural health monito...
Dynamic computer simulation techniques are used to develop and apply a multi-criteria procedure, inc...
A structural damage identification technique hinged on the combination of orthogonal empirical mode ...
This paper provides an overview of methods that examine changes in measured vibration response to de...
This paper presents a method for structural damage identification based on the modal data change bef...
AbstractThis paper presents a global algorithm for damage assessment of structures, based on a param...
In order to maintain the reliability of civil engineering structures, it is important to develop a n...
The dynamic behavior of a structural system is influenced by damage to the structure. Extraction of...
In order to maintain the reliability of civil engineering structures, it is important to develop a n...
Natural frequencies and mode shapes of a structure change whenever a structure has any kind of damag...
AbstractThis paper presents a global algorithm for damage assessment of structures, based on a param...
The structural damages can lead to structural failure if they are not identified at early stages. Di...
Damage assessment of structures includes estimation of location and severity of damage. Quite often ...
Damage assessment of structures includes estimation of location and severity of damage. Quite often ...
Damage detection and identification in civil, mechanical, and aerospace engineering structures by us...
Damage identification based on modal parameters is an important approach in structural health monito...
Dynamic computer simulation techniques are used to develop and apply a multi-criteria procedure, inc...
A structural damage identification technique hinged on the combination of orthogonal empirical mode ...
This paper provides an overview of methods that examine changes in measured vibration response to de...
This paper presents a method for structural damage identification based on the modal data change bef...
AbstractThis paper presents a global algorithm for damage assessment of structures, based on a param...
In order to maintain the reliability of civil engineering structures, it is important to develop a n...
The dynamic behavior of a structural system is influenced by damage to the structure. Extraction of...
In order to maintain the reliability of civil engineering structures, it is important to develop a n...
Natural frequencies and mode shapes of a structure change whenever a structure has any kind of damag...