Many authors studied algorithms adjusting the structure model based on modal data. This paper proposes an algorithm to detect the structure model using correlation factors between experimental and theoretical modal data in a damage library. The result from an experiment on 1-40 bridge (New Mexico USA) is presented to illustrate
This paper will describe the results of vibration studies conducted during the second phase of the a...
Abstract: The effect of limited modal and noise information on the Transformation Matrix Method is p...
This paper will describe the results of vibration studies conducted during the second phase of the a...
Effective structural model updating and damage identification methods are proposed by using incomple...
AbstractThis paper presents a global algorithm for damage assessment of structures, based on a param...
This paper provides an overview of methods that examine changes in measured vibration response to de...
Over the past 25 years detecting damage in a structure from changes in dynamic parameters has receiv...
Damage detection and identification in civil, mechanical, and aerospace engineering structures by us...
This investigation addresses the problem of damage assessment in mechanical and civil engineering st...
Damage or fault detection, as determined by changes in the dynamic properties of structures, is a su...
Over the past 30 years detecting damage in a structure from changes in dynamic parameters has receiv...
Many current methods on structural damage identification such as GA algorithms and neural networks t...
This paper presents a method for structural damage identification based on the modal data change bef...
In recent years, structural health monitoring has received increasing attention in the civil enginee...
The paper reports on relative performance of inverse eigensensitivity and response function methods ...
This paper will describe the results of vibration studies conducted during the second phase of the a...
Abstract: The effect of limited modal and noise information on the Transformation Matrix Method is p...
This paper will describe the results of vibration studies conducted during the second phase of the a...
Effective structural model updating and damage identification methods are proposed by using incomple...
AbstractThis paper presents a global algorithm for damage assessment of structures, based on a param...
This paper provides an overview of methods that examine changes in measured vibration response to de...
Over the past 25 years detecting damage in a structure from changes in dynamic parameters has receiv...
Damage detection and identification in civil, mechanical, and aerospace engineering structures by us...
This investigation addresses the problem of damage assessment in mechanical and civil engineering st...
Damage or fault detection, as determined by changes in the dynamic properties of structures, is a su...
Over the past 30 years detecting damage in a structure from changes in dynamic parameters has receiv...
Many current methods on structural damage identification such as GA algorithms and neural networks t...
This paper presents a method for structural damage identification based on the modal data change bef...
In recent years, structural health monitoring has received increasing attention in the civil enginee...
The paper reports on relative performance of inverse eigensensitivity and response function methods ...
This paper will describe the results of vibration studies conducted during the second phase of the a...
Abstract: The effect of limited modal and noise information on the Transformation Matrix Method is p...
This paper will describe the results of vibration studies conducted during the second phase of the a...
DOI
Add to ORKG