Lower bound of structural damage to achieve practical identifiability of nonlinear models in seismic structural health monitoring
| dc.citation.firstpage | 5 | en_US |
| dc.citation.issueNumber | 1 | en_US |
| dc.citation.journalTitle | Earthquake Engineering & Structural Dynamics | en_US |
| dc.citation.lastpage | 22 | en_US |
| dc.citation.volumeNumber | 53 | en_US |
| dc.contributor.author | Hernandez, Eric M. | en_US |
| dc.contributor.author | Erazo, Kalil | en_US |
| dc.date.accessioned | 2024-05-03T15:51:02Z | en_US |
| dc.date.available | 2024-05-03T15:51:02Z | en_US |
| dc.date.issued | 2024 | en_US |
| dc.description.abstract | This paper examines the effect of structural damage on the practical/computational identifiability of the parameters that define nonlinear models of building structures subjected to earthquake-induced base motions. The objective is to determine the level of physical damage expected to successfully estimate the nonlinear parameters of restoring force models. For this purpose, the analyses aim to determine if the parameters that define a hysteretic (Bouc-Wen type) model can be identified within a predefined level of accuracy from accelerations measured during seismic events that cause minor damage. The identified model is then interrogated to determine if it can provide accurate predictions of the response and damage level experienced during strong ground motions that cause moderate-to-severe damage. The damage model adopted is a Park–Ang type model and the unscented Kalman filter is used for parameter estimation. The results are verified using simulated two-dimensional building models and validated using experimental data from a large-scale shake table test. | en_US |
| dc.identifier.citation | Hernandez, E. M., & Erazo, K. (2024). Lower bound of structural damage to achieve practical identifiability of nonlinear models in seismic structural health monitoring. Earthquake Engineering & Structural Dynamics, 53(1), 5–22. https://doi.org/10.1002/eqe.4011 | en_US |
| dc.identifier.digital | Lower-bound-structural-damage | en_US |
| dc.identifier.doi | https://doi.org/10.1002/eqe.4011 | en_US |
| dc.identifier.uri | https://hdl.handle.net/1911/115511 | en_US |
| dc.language.iso | eng | en_US |
| dc.publisher | Wiley | en_US |
| dc.rights | Except where otherwise noted, this work is licensed under a Creative Commons Attribution-NonCommercial (CC BY-NC) license. Permission to reuse, publish, or reproduce the work beyond the terms of the license or beyond the bounds of fair use or other exemptions to copyright law must be obtained from the copyright holder. | en_US |
| dc.rights.uri | https://creativecommons.org/licenses/by-nc/4.0/ | en_US |
| dc.title | Lower bound of structural damage to achieve practical identifiability of nonlinear models in seismic structural health monitoring | en_US |
| dc.type | Journal article | en_US |
| dc.type.dcmi | Text | en_US |
| dc.type.publication | publisher version | en_US |
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