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contributor authorXudong Jian
contributor authorZhilu Lai
contributor authorKiran Bacsa
contributor authorYuguang Fu
contributor authorChan Ghee Koh
contributor authorLimin Sun
contributor authorAndreas Wieser
contributor authorEleni Chatzi
date accessioned2024-12-24T10:01:25Z
date available2024-12-24T10:01:25Z
date copyright8/1/2024 12:00:00 AM
date issued2024
identifier otherJSENDH.STENG-12635.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298150
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.
publisherAmerican Society of Civil Engineers
titleA Robotic Automated Solution for Operational Modal Analysis of Bridges with High-Resolution Mode Shape Recovery
typeJournal Article
journal volume150
journal issue8
journal titleJournal of Structural Engineering
identifier doi10.1061/JSENDH.STENG-12635
journal fristpage04024081-1
journal lastpage04024081-13
page13
treeJournal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 008
contenttypeFulltext


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