Accurate and reliable identification of heavy vehicle loads, especially dynamic moving vehicle loads, is extremely important for pavement and bridge system. An overview on moving force identification from bridge responses is provided in this paper, which aims at current knowledge on parameter affecting of performance of four moving force identification methods proposed in recent years. Numerical simulation, laboratory verification and field validation have shown that all the four identification methods can effectively identify moving loads on bridges. However, there exist still many challenges and obstacles to be overcome, some further studies are necessary in the future
This paper describes an experimental study on the identification of moving vehicle axle loads on a c...
Moving force identification is a very important inverse problem in structural dynamics. Most of the ...
An improved time domain method (ITDM) is proposed for moving force identification using bridge respo...
Identification of moving loads on bridges is an important inverse problem in the civil and structura...
A big progress has been made for moving force identification from bridge dynamic responses in recent...
Truck weight data have been valuable for bridge and pavement design. However, the traditional ways t...
Force identification from dynamic responses of bridges is an important inverse problem. The paramete...
Field measurements were carried out for a moving force identification study using an existing prestr...
Following the sllccessful identification of moving titHe-varying axle loads from bridge strain respo...
Dynamic load data have been Valuable for bridge and pavement design. Traditional ways to acquire tru...
Traditional ways to acquire truck axle and gross weight information are expensive and subject to bia...
This paper presents a novel method to carry out monitoring of transport infrastructure such as pavem...
A moving force identification method taking into account the effects of prestressing is presented. A...
Existing methods on moving force identification are usually based on modal decomposition and are sub...
This paper presents a new moving force identification (MFI) algorithm that uses measured acceleratio...
This paper describes an experimental study on the identification of moving vehicle axle loads on a c...
Moving force identification is a very important inverse problem in structural dynamics. Most of the ...
An improved time domain method (ITDM) is proposed for moving force identification using bridge respo...
Identification of moving loads on bridges is an important inverse problem in the civil and structura...
A big progress has been made for moving force identification from bridge dynamic responses in recent...
Truck weight data have been valuable for bridge and pavement design. However, the traditional ways t...
Force identification from dynamic responses of bridges is an important inverse problem. The paramete...
Field measurements were carried out for a moving force identification study using an existing prestr...
Following the sllccessful identification of moving titHe-varying axle loads from bridge strain respo...
Dynamic load data have been Valuable for bridge and pavement design. Traditional ways to acquire tru...
Traditional ways to acquire truck axle and gross weight information are expensive and subject to bia...
This paper presents a novel method to carry out monitoring of transport infrastructure such as pavem...
A moving force identification method taking into account the effects of prestressing is presented. A...
Existing methods on moving force identification are usually based on modal decomposition and are sub...
This paper presents a new moving force identification (MFI) algorithm that uses measured acceleratio...
This paper describes an experimental study on the identification of moving vehicle axle loads on a c...
Moving force identification is a very important inverse problem in structural dynamics. Most of the ...
An improved time domain method (ITDM) is proposed for moving force identification using bridge respo...