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contributor authorHidehiko Sekiya
date accessioned2019-09-18T10:42:44Z
date available2019-09-18T10:42:44Z
date issued2019
identifier other%28ASCE%29BE.1943-5592.0001411.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260584
description abstractBecause fatigue damage considerably reduces the service life of steel bridges, maintenance for fatigue damage should be performed properly. For the effective maintenance of fatigue damage, it is important to monitor traffic loads over long periods of time because fatigue damage is caused by repeated high stresses due to the weight of traveling vehicles. This study verified the long-term effectiveness of a portable weigh-in-motion (pBWIM) system through 1-year field measurements conducted on an actual in-service bridge. The pBWIM consists only of microelectromechanical systems (MEMS) accelerometers and MEMS inertial measurement units (IMUs), which are ideal for field measurements because they can be easily attached and detached using a magnetic jig. Furthermore, because MEMS accelerometers and MEMS IMUs are low-power-consumption devices, they are suitable for long-term field measurements. Field measurements were performed using a test truck in winter, summer, and autumn. The results indicate that regardless of the ambient temperature, the pBWIM system can estimate gross vehicle weights (GVWs) within an error of ±10.6% over a 1-year period compared with static weights measured using a truck weighing scale. Furthermore, it is found to be important to determine the dependence of the influence line on ambient temperature to estimate GVWs with high accuracy.
publisherAmerican Society of Civil Engineers
titleField Verification over One Year of a Portable Bridge Weigh-in-Motion System for Steel Bridges
typeJournal Paper
journal volume24
journal issue7
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0001411
page04019063
treeJournal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 007
contenttypeFulltext


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