| dc.contributor.author | Xudong Jian | |
| dc.contributor.author | Zhilu Lai | |
| dc.contributor.author | Kiran Bacsa | |
| dc.contributor.author | Yuguang Fu | |
| dc.contributor.author | Chan Ghee Koh | |
| dc.contributor.author | Limin Sun | |
| dc.contributor.author | Andreas Wieser | |
| dc.contributor.author | Eleni Chatzi | |
| dc.date.accessioned | 2024-12-24T10:01:25Z | |
| dc.date.available | 2024-12-24T10:01:25Z | |
| dc.date.copyright | 8/1/2024 12:00:00 AM | |
| dc.date.issued | 2024 | |
| dc.identifier.other | JSENDH.STENG-12635.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4298150 | |
| dc.description.abstract | This 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.publisher | American Society of Civil Engineers | |
| dc.title | A Robotic Automated Solution for Operational Modal Analysis of Bridges with High-Resolution Mode Shape Recovery | |
| dc.type | Journal Article | |
| dc.journal.volume | 150 | |
| dc.journal.issue | 8 | |
| dc.journal.title | Journal of Structural Engineering | |
| dc.identifier.doi | 10.1061/JSENDH.STENG-12635 | |
| dc.journal.fristpage | 04024081-1 | |
| dc.journal.lastpage | 04024081-13 | |
| dc.page | 13 | |
| dc.tree | Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 008 | |
| dc.contenttype | Fulltext | |