As part of a system for structural health monitoring, it is required to determine the spatial and temporal distributions of vertical loads arising from heavy trucks driven on flexible bridge structures. An instrumented truck is used to generate the input loads and estimate the load time histories. The truck can carry a range of sensors; however direct measurement of vertical tire loads between the tires and the structure is not considered realistic. The dynamic loads are to be estimated from the sensor outputs. These are affected by both truck and bridge dynamics and these must be accounted for within the load estimation process. Estimation may be susceptible to many factors including static mass distribution, vehicle longitudinal motion, v...
Structural health monitoring (SHM) techniques can provide effective complementary means for the curr...
Weigh-In-Motion (WIM) and Bridge Weigh-In-Motion (B-WIM) are systems that allow obtaining the axle w...
The objective of this study is (1) to develop site-specific and component-specific live load models,...
This paper develops a novel form of a well-known signal processing technique, so as to be applicabl...
A method is presented of measuring a bridge’s characteristic allowance for dynamic interaction in th...
A new identification methodology for dynamic axle loads using the superposition principle and influe...
2013PDFTech ReportOTCREOS11.1-54-FDTRT06-G-0016Highway bridgesDynamic loadsReal time informationStru...
Structural health monitoring (SHM) is an emerging field in civil engineering in recent years. The ma...
During testing of the structural reliability of a prestressed reinforced concrete bridge built in th...
This study presents a novel method of extracting the damage information from the response of a bridg...
Bridge Weigh-In-Motion systems measure bridge strain caused by the passing of a truck to estimate s...
Driven by a desire for simplicity, bridge design and assessment approaches have historically employe...
5th World Conference on Structural Control and Monitoring, 12th-14th July, Tokyo, JapanHighway struc...
Bridge structures are continuously subject to degradation due to the environment, ageing and excess ...
Structural health monitoring (SHM) techniques can provide effective complementary means for the curr...
Structural health monitoring (SHM) techniques can provide effective complementary means for the curr...
Weigh-In-Motion (WIM) and Bridge Weigh-In-Motion (B-WIM) are systems that allow obtaining the axle w...
The objective of this study is (1) to develop site-specific and component-specific live load models,...
This paper develops a novel form of a well-known signal processing technique, so as to be applicabl...
A method is presented of measuring a bridge’s characteristic allowance for dynamic interaction in th...
A new identification methodology for dynamic axle loads using the superposition principle and influe...
2013PDFTech ReportOTCREOS11.1-54-FDTRT06-G-0016Highway bridgesDynamic loadsReal time informationStru...
Structural health monitoring (SHM) is an emerging field in civil engineering in recent years. The ma...
During testing of the structural reliability of a prestressed reinforced concrete bridge built in th...
This study presents a novel method of extracting the damage information from the response of a bridg...
Bridge Weigh-In-Motion systems measure bridge strain caused by the passing of a truck to estimate s...
Driven by a desire for simplicity, bridge design and assessment approaches have historically employe...
5th World Conference on Structural Control and Monitoring, 12th-14th July, Tokyo, JapanHighway struc...
Bridge structures are continuously subject to degradation due to the environment, ageing and excess ...
Structural health monitoring (SHM) techniques can provide effective complementary means for the curr...
Structural health monitoring (SHM) techniques can provide effective complementary means for the curr...
Weigh-In-Motion (WIM) and Bridge Weigh-In-Motion (B-WIM) are systems that allow obtaining the axle w...
The objective of this study is (1) to develop site-specific and component-specific live load models,...