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dc.contributor.authorXudong Jian
dc.contributor.authorZhilu Lai
dc.contributor.authorKiran Bacsa
dc.contributor.authorYuguang Fu
dc.contributor.authorChan Ghee Koh
dc.contributor.authorLimin Sun
dc.contributor.authorAndreas Wieser
dc.contributor.authorEleni Chatzi
dc.date.accessioned2024-12-24T10:01:25Z
dc.date.available2024-12-24T10:01:25Z
dc.date.copyright8/1/2024 12:00:00 AM
dc.date.issued2024
dc.identifier.otherJSENDH.STENG-12635.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298150
dc.description.abstractThis study presents a robot-assisted solution for the automated identification of bridge frequencies and high-spatial-resolution mode shapes using a minimal number of sensors. The proposed approach employs programmable wheeled robots, whose movement can be remotely controlled, as the mobile platform carrying accelerometers. The output-only frequency domain decomposition (FDD) algorithm is adopted for use with the proposed stop-and-go mobile sensing scheme, resulting in the identification of frequencies and high-resolution mode shapes. The solution was verified via two numerical case studies and was validated on a full-scale test of a footbridge. The results reveal that the frequencies and high-resolution shapes of the excited structural modes are identified successfully using only two accelerometers, confirming the satisfactory practicality and efficiency of the proposed solution.
dc.publisherAmerican Society of Civil Engineers
dc.titleA Robotic Automated Solution for Operational Modal Analysis of Bridges with High-Resolution Mode Shape Recovery
dc.typeJournal Article
dc.journal.volume150
dc.journal.issue8
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-12635
dc.journal.fristpage04024081-1
dc.journal.lastpage04024081-13
dc.page13
dc.treeJournal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 008
dc.contenttypeFulltext


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