Most of random dynamic loading identification research studies are about the original inverse pseudoexcitation method which does not fundamentally reduce the negative effect of ill-conditioned frequency response function matrix on accuracy of loading identification. This paper describes a new improved method based on weighted average technique to reduce peak errors between identified load spectrum and the actual load spectrum near some natural frequencies. Meanwhile, relative error of root mean square value between identified load and the actual load is reduced. The introduced selection method of threshold value is innovative which is the key of weighted average technique. This improved loading identification method is successfully applied ...
Most existing approaches of moving load identification treat the structureload interaction problem a...
This paper describes a system identification technique useful in the practical case of structures s...
This study aims to correlate the vibration data with quantitative indicators of structural health by...
Abstract. The inverse pseudo excitation method is used in the identification of random loadings. For...
In the research of dynamic load identification, the method of obtaining kernel function matrix is us...
An improved load identification technology of a beam based on different regularization methods and m...
Abstract: Because frequency load identification method will confront with the ill-posed problem of f...
Load identification is a very important and challenging indirect load measurement method because loa...
For the dynamic load identification for stochastic structures, ill-posedness and randomness are main...
By aiming at the common distributed random dynamic loads in engineering practice, an equivalent iden...
A time-domain based method for distributed dynamic load identification is proposed in this study con...
In order to ensure the reliability and safety of complex engineering structures and allow their rede...
Aim of this paper is to perform a load identification procedure based on Statistical Energy Analysis...
Excitation identification has received considerable attention because of its importance in safety as...
In this paper, the method of the identification of moving loads from beam response is introduced. Th...
Most existing approaches of moving load identification treat the structureload interaction problem a...
This paper describes a system identification technique useful in the practical case of structures s...
This study aims to correlate the vibration data with quantitative indicators of structural health by...
Abstract. The inverse pseudo excitation method is used in the identification of random loadings. For...
In the research of dynamic load identification, the method of obtaining kernel function matrix is us...
An improved load identification technology of a beam based on different regularization methods and m...
Abstract: Because frequency load identification method will confront with the ill-posed problem of f...
Load identification is a very important and challenging indirect load measurement method because loa...
For the dynamic load identification for stochastic structures, ill-posedness and randomness are main...
By aiming at the common distributed random dynamic loads in engineering practice, an equivalent iden...
A time-domain based method for distributed dynamic load identification is proposed in this study con...
In order to ensure the reliability and safety of complex engineering structures and allow their rede...
Aim of this paper is to perform a load identification procedure based on Statistical Energy Analysis...
Excitation identification has received considerable attention because of its importance in safety as...
In this paper, the method of the identification of moving loads from beam response is introduced. Th...
Most existing approaches of moving load identification treat the structureload interaction problem a...
This paper describes a system identification technique useful in the practical case of structures s...
This study aims to correlate the vibration data with quantitative indicators of structural health by...