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樓主: Maculate
51#
發(fā)表于 2025-3-30 10:16:37 | 只看該作者
52#
發(fā)表于 2025-3-30 13:28:27 | 只看該作者
53#
發(fā)表于 2025-3-30 18:52:55 | 只看該作者
Conclusions and Policy Implications,. The developed sensor unit would provide the useful information for estimating the damage situation in the area in which the building is located. The proposed sensor unit has been tested utilizing the opportunity of full-scale steel hospital building shake table experiments at the E-Defense.
54#
發(fā)表于 2025-3-30 22:29:29 | 只看該作者
55#
發(fā)表于 2025-3-31 04:46:11 | 只看該作者
56#
發(fā)表于 2025-3-31 09:04:30 | 只看該作者
57#
發(fā)表于 2025-3-31 09:54:18 | 只看該作者
Assessing Structural Health State by Monitoring Peridynamics Parameters in Operational Conditionsby discretizing a system with the Bond Based PDs and using a micro-viscoelastic constitutive law at the bond level. Moreover, the authors show how the proposed peridynamic parameters are theoretically estimable with very robust techniques already used in SHM, such as the Stochastic Subspace Identifi
58#
發(fā)表于 2025-3-31 17:19:34 | 只看該作者
59#
發(fā)表于 2025-3-31 20:46:07 | 只看該作者
Vibration-Based Method for Structural Health Monitoring of a Bridge Pier Subjected to Environmental s developed by correlating operational modal parameters with data of external event. Finally, an assessment of the evolution of the structural health condition of the bridge in real time is carried out.
60#
發(fā)表于 2025-3-31 22:30:51 | 只看該作者
Damage Detection and Localization Using Autocorrelation Functions with Spatiotemporal Correlationble to manage with a smaller number of sensors. In the proposed method, a spatiotemporal covariance matrix is estimated using the ACFs of the training data from the undamaged structure under different environmental or operational conditions. Using novelty detection techniques, an extreme value stati
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