完整後設資料紀錄
DC 欄位語言
dc.contributor.authorChang, Chia-Mingen_US
dc.contributor.authorLin, Tzu-Kangen_US
dc.contributor.authorChang, Chih-Weien_US
dc.date.accessioned2019-04-02T05:58:17Z-
dc.date.available2019-04-02T05:58:17Z-
dc.date.issued2018-12-01en_US
dc.identifier.issn0263-2241en_US
dc.identifier.urihttp://dx.doi.org/10.1016/j.measurement.2018.07.051en_US
dc.identifier.urihttp://hdl.handle.net/11536/148096-
dc.description.abstractStructural health monitoring is required to interpret damaged structures in terms of locations and severity, even remaining performance of the damaged members. Therefore, this study proposes a new artificial intelligence-based structural health monitoring strategy based on neural network modeling. A neural network model is developed in accordance with a numerical model which is derived from the identified modal properties under ambient vibrations. The stochastic subspace system identification is first implemented to derive the natural frequencies and mode shapes of a healthy structure. These natural frequencies and mode shapes are then employed to derive a simplified model of this structure, allowing changing stiffness terms to construct various damage patterns. A neural network model is trained and built by the modal properties of the structure with these damage patterns. After a critical event occurs (e.g., earthquakes), this neural network model can be employed to estimate the damage patterns in terms of stiffness reduction. In this study, a numerical example consisting of two damage scenarios is carried out. This example studies a seven-story building with a single and multiple damaged columns in order to evaluate performance of the proposed structural health monitoring strategy. Moreover, the proposed structural health monitoring strategy is also applied to an experimental test of a scaled twin-tower building with weak braces in some floors. Partially modal properties of the structure are obtained from the stochastic subspace system identification, while a simplified model is developed in accordance to the identified modal properties of the healthy building. Then, a neural network model is established based on this simplified model. After seismic events, this neural network model is employed to carry damage detection of this building in terms of damage locations and levels. As a result, the proposed artificial intelligence-based structural health monitoring strategy is quite effective to locate damage if the identified modal properties are relatively accurate.en_US
dc.language.isoen_USen_US
dc.subjectArtificial neural networken_US
dc.subjectStructural health monitoringen_US
dc.subjectStochastic subspace identificationen_US
dc.subjectDamage locationen_US
dc.titleApplications of neural network models for structural health monitoring based on derived modal propertiesen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.measurement.2018.07.051en_US
dc.identifier.journalMEASUREMENTen_US
dc.citation.volume129en_US
dc.citation.spage457en_US
dc.citation.epage470en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000443834700046en_US
dc.citation.woscount0en_US
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