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Titlebook: Experimental Vibration Analysis for Civil Engineering Structures; EVACES 2023 - Volume Maria Pina Limongelli,Pier Francesco Giordano,Alfr C

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61#
發(fā)表于 2025-4-1 04:14:07 | 只看該作者
62#
發(fā)表于 2025-4-1 09:26:49 | 只看該作者
First Applications and Results of the SHM of Residential Buildings in Italy,ments, are described, starting from the preliminary dynamic identification of the building to the monitoring system design and installation. The architecture for data acquisition, transfer and storage are also discussed. Moreover, some results of the monitoring are presented, and their relevance in
63#
發(fā)表于 2025-4-1 13:41:27 | 只看該作者
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發(fā)表于 2025-4-1 16:11:18 | 只看該作者
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發(fā)表于 2025-4-1 20:34:33 | 只看該作者
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發(fā)表于 2025-4-1 23:51:30 | 只看該作者
Vibration-Based Monitoring of Continuous Welded Rails, and under varying boundary conditions and stress. Three ML models were developed using hyperparameter search optimization techniques and k-fold cross validation to infer the stress or the RNT the frequencies of vibration extracted from the time waveforms obtained from two accelerometers temporarily
67#
發(fā)表于 2025-4-2 04:51:05 | 只看該作者
68#
發(fā)表于 2025-4-2 09:37:40 | 只看該作者
A Simulation Study on Characterizing Transfer Functions of Railway Tracks Using Train-Borne Laser Dance through comparison with simulated impact hammer tests. We find that the transfer function estimated under a moving excitation is close to but noisier than that estimated under an impact load. Partial measurement affects the estimation performance significantly, and a wider sleeper provides a be
69#
發(fā)表于 2025-4-2 13:25:32 | 只看該作者
2366-2557 system and model identification; coupled dynamical systems (including human–structure, vehicle–structure, and soil–structureinteraction); and application of advanced techniques involving the Internet of Things, robot, UAV, big data and artificial intelligence.978-3-031-39111-8978-3-031-39109-5Series ISSN 2366-2557 Series E-ISSN 2366-2565
70#
發(fā)表于 2025-4-2 18:36:13 | 只看該作者
Getriebe für aussetzende Bewegung, so its structural response to external actions. The area where the bridge is located is subjected to the landslide of a mountainside which causes differential movements in the foundations. Ambient vibration tests were performed to characterize the dynamic response of the structure in operational c
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