Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/118647
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.contributorMainland Development Officeen_US
dc.creatorYang, Zen_US
dc.creatorLai, SKen_US
dc.creatorChen, Zen_US
dc.creatorFu, Jen_US
dc.date.accessioned2026-05-06T03:12:06Z-
dc.date.available2026-05-06T03:12:06Z-
dc.identifier.issn0952-1976en_US
dc.identifier.urihttp://hdl.handle.net/10397/118647-
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.subjectHard constraintsen_US
dc.subjectNonlinear dynamicsen_US
dc.subjectPhysics-informed neural networksen_US
dc.subjectTime-marching sequenceen_US
dc.subjectTrainable scaling parameteren_US
dc.titleAn augmented physics-informed neural network approach with trainable scaling for nonlinear dynamic analysisen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume168en_US
dc.identifier.doi10.1016/j.engappai.2026.113991en_US
dcterms.abstractNonlinear dynamic problems are ubiquitous in engineering applications, and accurately solving their governing equations is essential for understanding system behavior. Physics-informed neural networks (PINNs) have emerged as a new computing paradigm for solving partial differential equations. However, conventional PINNs struggle to predict accurate solutions for dynamic systems affected by strong nonlinearity, damping, and spatiotemporal coupling. To address this challenge, this work proposes a nonlinear vibration stepping PINN (NVS-PINN) approach for analyzing the complex nonlinear behavior of dynamic systems. This approach introduces a trainable scaling parameter within each time segment to adaptively adjust the network output. Furthermore, the hyperbolic tangent function is adopted as hard constraints to ensure that the network output consistently satisfies the initial and/or Dirichlet boundary conditions of nonlinear dynamic systems. Three illustrative examples, including a single-degree-of-freedom parametric Duffing oscillator, a two-degree-of-freedom nonlinear damped vibratory system, and a nonlinear elastic circular arch under wind load, are considered for validation. Numerical results demonstrate that the NVS-PINN approach can accurately predict long-duration nonlinear vibration responses, including complex multi-stable limit cycles, escape motions, and wind-induced vibrations. For the Duffing oscillator, the NVS-PINN approach achieves highly accurate results, with average relative errors of 5.3444×10−3 for the strongly nonlinear system and 4.9573×10−4 for the strongly nonlinear system with damping. For the elastic arch under wind load, incorporating a trainable scaling parameter in NVS-PINN reduces the maximum relative error by about 82.6 %. Moreover, using smaller time intervals can improve network accuracy.en_US
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationEngineering applications of artificial intelligence, 15 Mar. 2026, v. 168, 113991en_US
dcterms.isPartOfEngineering applications of artificial intelligenceen_US
dcterms.issued2026-03-15-
dc.identifier.scopus2-s2.0-105029272447-
dc.identifier.eissn1873-6769en_US
dc.identifier.artn113991en_US
dc.description.validate202605 bchyen_US
dc.description.oaNot applicableen_US
dc.identifier.SubFormIDG001538/2026-04-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThis work was supported by the National Natural Science Foundation of China (Grant Nos. 52408165, 12372024, and 12302228), and the Theme-based Research Scheme from the Research Grants Council of Hong Kong (Project No. T22-501/23-R). The financial support from the Key Laboratory of Green Processing and Intelligent Manufacturing of Lingnan Specialty Food, Ministry of Agriculture and Rural Affairs, P.R. China, is also gratefully acknowledged.en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2028-03-15en_US
dc.description.oaCategoryGreen (AAM)en_US
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