This paper presents a new moving force identification (MFI) algorithm that uses measured accelerations to infer applied vehicle forces on bridges. Previous MFI algorithms use strain or deflection measurements. Statistics of the inferred forces are used in turn as indicators of global bridge damage. The new acceleration-based MFI algorithm (A-MFI) is validated through numerical simulations with a coupled vehicle-bridge dynamic interaction model programmed in MATLAB. A focussed sensitivity study suggests that results are sensitive to the accuracy of the vehicle velocity data. The inferred Gross Vehicle Weight (GVW), calculated by A-MFI, is proposed as the bridge damage indicator. A real weigh-in-motion database is used with a simulation of ve...
A MOM-based algorithm (MOMA) has been developed for moving force identification from dynamic respons...
Bridge infrastructure is subject to continuous degradation due to the ageing, environmental and exce...
This paper proposes a novel Level I damage-detection technique for short- to medium-span road bridge...
The 6th workshop on Civil Structural Health monitoring, Queens University Belfast, Northern Ireland,...
This paper investigates a novel method for damage detection using a moving force identification algo...
This paper presents a novel method to carry out monitoring of transport infrastructure such as pavem...
Force identification from dynamic responses of bridges is an important inverse problem. The paramete...
Identification of moving loads on bridges is an important inverse problem in the civil and structura...
Part of the Lecture Notes in Civil Engineering book series (LNCE, volume 253)EWSHM: European Worksho...
Accurate and reliable identification of heavy vehicle loads, especially dynamic moving vehicle loads...
Following the sllccessful identification of moving titHe-varying axle loads from bridge strain respo...
1 v. (various pagings) : ill. (some col.) ; 30 cm.PolyU Library Call No.: [THS] LG51 .H577P CSE 2002...
Identifying damage of a bridge from a vehicle moving over it is an attractive idea especially for th...
Truck weight data have been valuable for bridge and pavement design. However, the traditional ways t...
Bridge Weigh-In-Motion systems measure bridge strain caused by the passing of a truck to estimate s...
A MOM-based algorithm (MOMA) has been developed for moving force identification from dynamic respons...
Bridge infrastructure is subject to continuous degradation due to the ageing, environmental and exce...
This paper proposes a novel Level I damage-detection technique for short- to medium-span road bridge...
The 6th workshop on Civil Structural Health monitoring, Queens University Belfast, Northern Ireland,...
This paper investigates a novel method for damage detection using a moving force identification algo...
This paper presents a novel method to carry out monitoring of transport infrastructure such as pavem...
Force identification from dynamic responses of bridges is an important inverse problem. The paramete...
Identification of moving loads on bridges is an important inverse problem in the civil and structura...
Part of the Lecture Notes in Civil Engineering book series (LNCE, volume 253)EWSHM: European Worksho...
Accurate and reliable identification of heavy vehicle loads, especially dynamic moving vehicle loads...
Following the sllccessful identification of moving titHe-varying axle loads from bridge strain respo...
1 v. (various pagings) : ill. (some col.) ; 30 cm.PolyU Library Call No.: [THS] LG51 .H577P CSE 2002...
Identifying damage of a bridge from a vehicle moving over it is an attractive idea especially for th...
Truck weight data have been valuable for bridge and pavement design. However, the traditional ways t...
Bridge Weigh-In-Motion systems measure bridge strain caused by the passing of a truck to estimate s...
A MOM-based algorithm (MOMA) has been developed for moving force identification from dynamic respons...
Bridge infrastructure is subject to continuous degradation due to the ageing, environmental and exce...
This paper proposes a novel Level I damage-detection technique for short- to medium-span road bridge...