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contributor authorAshish Shrestha
contributor authorJi Dang
contributor authorXin Wang
contributor authorShogo Matsunaga
date accessioned2022-01-30T20:07:02Z
date available2022-01-30T20:07:02Z
date issued2020
identifier other%28ASCE%29ST.1943-541X.0002513.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266544
description abstractIn this study, a bridge seismic monitoring system was developed based on smartphones connected together in the same project as a sensor network using a cloud server for easy upload and access to data. Thus, a decentralized structural seismic monitoring network was established using easy-to-install smartphones as both sensing cells and intelligence neurons. A long-term field test of this system was performed on Japan’s Takamatsu bridge. Smartphones with the monitoring application were deployed at six different locations inside the bridge’s concrete box girder. The system was connected to a cloud server for real-time data uploading and remote control. Inconsistent sampling rates and faulty sensor readings were identified to be two major problems with the use of the proposed system; however, correction methods were also proposed accordingly. A few seismic acceleration response records of the Takamatsu bridge were captured during the more than one-year operation period. Dynamic properties extracted from this system were compared with those of reference seismometers to verify its viability and accuracy.
publisherASCE
titleSmartphone-Based Bridge Seismic Monitoring System and Long-Term Field Application Tests
typeJournal Paper
journal volume146
journal issue2
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0002513
page04019208
treeJournal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 002
contenttypeFulltext


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