The objective of this paper is to identify moving multi-axle loads on bridges with the moving force identification system developed as an advancement of traditional Weigh-In-Motion (WIM) technology. Different multiple axle vehicles were designed and constructed in the laboratory for validation purposes of the moving force identification system according to the AASHTO standard specifications of highway bridges (1996). Two connection ways between the tractor and trailer of trucks and three suspension systems were simulated. Various multiple axle loads were identified. Effects of different vehicle and bridge parameters were also evaluated and, the characteristics between the vehicles and bridges were finally assessed based on the identified re...
This paper describes an experimental study on the identification of moving vehicle axle loads on a c...
Accurate and reliable identification of heavy vehicle loads, especially dynamic moving vehicle loads...
Field measurements were carried out for a moving force identification study using an existing prestr...
Both the time domain method (TDM) and frequency-time domain method (FTDM) are introduced and modifie...
Laboratory study on the identification of moving vehicle axle loads on a multi-span continuous bridg...
Traditional ways to acquire truck axle and gross weight information are expensive and subject to bia...
Traditional ways to acquire information on truck axle and gross weight are expensive and subject to ...
Truck weight data have been valuable for bridge and pavement design. However, the traditional ways t...
Identification of moving loads on bridges is an important inverse problem in the civil and structura...
Existing methods on moving force identification are usually based on modal decomposition and are sub...
Force identification from dynamic responses of bridges is an important inverse problem. The paramete...
A new identification methodology for dynamic axle loads using the superposition principle and influe...
Two methods have been reported by Zhu and Law to identify moving loads on the top of a bridge deck. ...
Dynamic load data have been Valuable for bridge and pavement design. Traditional ways to acquire tru...
Bridge weigh-in-motion (B-WIM) is a method by which the axle weights of a vehicle travelling at full...
This paper describes an experimental study on the identification of moving vehicle axle loads on a c...
Accurate and reliable identification of heavy vehicle loads, especially dynamic moving vehicle loads...
Field measurements were carried out for a moving force identification study using an existing prestr...
Both the time domain method (TDM) and frequency-time domain method (FTDM) are introduced and modifie...
Laboratory study on the identification of moving vehicle axle loads on a multi-span continuous bridg...
Traditional ways to acquire truck axle and gross weight information are expensive and subject to bia...
Traditional ways to acquire information on truck axle and gross weight are expensive and subject to ...
Truck weight data have been valuable for bridge and pavement design. However, the traditional ways t...
Identification of moving loads on bridges is an important inverse problem in the civil and structura...
Existing methods on moving force identification are usually based on modal decomposition and are sub...
Force identification from dynamic responses of bridges is an important inverse problem. The paramete...
A new identification methodology for dynamic axle loads using the superposition principle and influe...
Two methods have been reported by Zhu and Law to identify moving loads on the top of a bridge deck. ...
Dynamic load data have been Valuable for bridge and pavement design. Traditional ways to acquire tru...
Bridge weigh-in-motion (B-WIM) is a method by which the axle weights of a vehicle travelling at full...
This paper describes an experimental study on the identification of moving vehicle axle loads on a c...
Accurate and reliable identification of heavy vehicle loads, especially dynamic moving vehicle loads...
Field measurements were carried out for a moving force identification study using an existing prestr...