Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/107593
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorLi, HWen_US
dc.creatorNi, YQen_US
dc.creatorWang, YWen_US
dc.creatorChen, ZWen_US
dc.creatorRui, EZen_US
dc.creatorXu, ZDen_US
dc.date.accessioned2024-07-04T03:35:40Z-
dc.date.available2024-07-04T03:35:40Z-
dc.identifier.issn0141-0296en_US
dc.identifier.urihttp://hdl.handle.net/10397/107593-
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.rights© 2023 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).en_US
dc.rightsThe following publication Li, H.-W., Ni, Y.-Q., Wang, Y.-W., Chen, Z.-W., Rui, E.-Z., & Xu, Z.-D. (2024). Modeling of forced-vibration systems using continuous-time state-space neural network. Engineering Structures, 302, 117329 is available at https://doi.org/10.1016/j.engstruct.2023.117329.en_US
dc.subjectContinuous-time domainen_US
dc.subjectForced-vibration systemsen_US
dc.subjectMachine learningen_US
dc.subjectState-space neural networken_US
dc.subjectSurrogate modelingen_US
dc.titleModeling of forced-vibration systems using continuous-time state-space neural networken_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume302en_US
dc.identifier.doi10.1016/j.engstruct.2023.117329en_US
dcterms.abstractDynamic analysis of forced-vibration systems in civil engineering could be computationally inefficient or even hard to converge if the systems are stiff or highly complicated. Rapid advances in machine learning make it possible to formulate surrogate models for forced-vibration systems using neural networks. The widely used neural networks such as the convolutional neural network (CNN), recurrent neural network (RNN), etc., usually require a constant sampling rate and data length, thus they are difficult to be implemented for real-time calculation of the dynamic system with varying sampling rates. Recently, the continuous-time state-space neural network (CSNN) has shown the capability to lift these restrictions and has been drawing growing attention from the community. In this paper, we propose a generalized CSNN model for various forced-vibration systems (linear and nonlinear). The CSNN model comprises two sets of independent neural networks aiming to compute the state derivative and system response, respectively. Both neural networks adopt linear and nonlinear layers in parallel, instead of only fully connected nonlinear layers as adopted in the literature. This configuration is aimed to enhance the CSNN model with its capability to recognize the linear and nonlinear behaviors of systems. Additionally, the bias options in the CSNN model are all turned off to improve the stability of the model in the long-term time-series forecast, premised on the assumption that the forced-vibration systems are dissipative systems without drift, which is the most common case in civil engineering. Integration on the state derivative at the current time step is executed to obtain the state at the next time step using the explicit 4th-order Runge–Kutta method. Both numerical and experimental illustrative examples are provided, demonstrating that the CSNN model can achieve high performance and training efficiency with a few hyper-parameters, and thus is highly promising for engineering applications.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationEngineering structures, 1 Mar. 2024, v. 302, 117329en_US
dcterms.isPartOfEngineering structuresen_US
dcterms.issued2024-03-01-
dc.identifier.scopus2-s2.0-85181003364-
dc.identifier.eissn1873-7323en_US
dc.identifier.artn117329en_US
dc.description.validate202407 bcchen_US
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumbera2944-
dc.identifier.SubFormID48875-
dc.description.fundingSourceSelf-fundeden_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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