Identification of moving loads on bridges is an important inverse problem in the civil and structural engineering field. It is an effective way to better understand the interaction between the bridge and vehicles traversing it in order to achieve a satisfactory lifiespan for the future bridge design. The study on identification of moving loads has made a big progress over the past years. This paper reviews the current knowledge on factors affecting performance of moving force identification methods under main headings below: background of moving force identification, experimental verification in laboratory and its application in field. It mainly focuses on the potential of four developed identification methods, i.e. Interpretive Method I (I...
Following the sllccessful identification of moving titHe-varying axle loads from bridge strain respo...
Existing methods on moving force identification are usually based on modal decomposition and are sub...
1 v. (various pagings) : ill. (some col.) ; 30 cm.PolyU Library Call No.: [THS] LG51 .H577P CSE 2002...
Accurate and reliable identification of heavy vehicle loads, especially dynamic moving vehicle loads...
Moving force identification is a very important inverse problem in structural dynamics. Most of the ...
Force identification from dynamic responses of bridges is an important inverse problem. The paramete...
This paper addresses the problem on the identification of moving vehicle axle loads based on measure...
A big progress has been made for moving force identification from bridge dynamic responses in recent...
An improved time domain method (ITDM) is proposed for moving force identification using bridge respo...
Both the time domain method (TDM) and frequency-time domain method (FTDM) are introduced and modifie...
An improved time domain method (ITDM) is proposed for identification of moving vehicle loads on a br...
Field measurements were carried out for a moving force identification study using an existing prestr...
This paper describes an experimental study on the identification of moving vehicle axle loads on a c...
Truck weight data have been valuable for bridge and pavement design. However, the traditional ways t...
In the actual context of an aging infrastructure and a clear trend towards ever faster and heavier v...
Following the sllccessful identification of moving titHe-varying axle loads from bridge strain respo...
Existing methods on moving force identification are usually based on modal decomposition and are sub...
1 v. (various pagings) : ill. (some col.) ; 30 cm.PolyU Library Call No.: [THS] LG51 .H577P CSE 2002...
Accurate and reliable identification of heavy vehicle loads, especially dynamic moving vehicle loads...
Moving force identification is a very important inverse problem in structural dynamics. Most of the ...
Force identification from dynamic responses of bridges is an important inverse problem. The paramete...
This paper addresses the problem on the identification of moving vehicle axle loads based on measure...
A big progress has been made for moving force identification from bridge dynamic responses in recent...
An improved time domain method (ITDM) is proposed for moving force identification using bridge respo...
Both the time domain method (TDM) and frequency-time domain method (FTDM) are introduced and modifie...
An improved time domain method (ITDM) is proposed for identification of moving vehicle loads on a br...
Field measurements were carried out for a moving force identification study using an existing prestr...
This paper describes an experimental study on the identification of moving vehicle axle loads on a c...
Truck weight data have been valuable for bridge and pavement design. However, the traditional ways t...
In the actual context of an aging infrastructure and a clear trend towards ever faster and heavier v...
Following the sllccessful identification of moving titHe-varying axle loads from bridge strain respo...
Existing methods on moving force identification are usually based on modal decomposition and are sub...
1 v. (various pagings) : ill. (some col.) ; 30 cm.PolyU Library Call No.: [THS] LG51 .H577P CSE 2002...