Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/102024
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorWang, Cen_US
dc.creatorZhao, Jen_US
dc.creatorChan, TMen_US
dc.date.accessioned2023-10-05T07:44:09Z-
dc.date.available2023-10-05T07:44:09Z-
dc.identifier.issn0141-0296en_US
dc.identifier.urihttp://hdl.handle.net/10397/102024-
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.subjectArtificial intelligenceen_US
dc.subjectEarthquake-resistant designen_US
dc.subjectNonlinear response history analysesen_US
dc.subjectSimulation-drivenen_US
dc.subjectNeural networken_US
dc.titleArtificial intelligence (AI)-assisted simulation-driven earthquake-resistant design framework : taking a strong back system as an exampleen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume297en_US
dc.identifier.issue116892en_US
dc.identifier.doi10.1016/j.engstruct.2023.116892en_US
dcterms.abstractTraditional earthquake-resistant structural design considers only a limited number of factors, mainly elastic structural properties, to determine key design parameters. However, these parameters are often not optimal because they do not take into account the extensive plasticity expected in building structures during earthquakes. To address this issue, an artificial intelligence (AI)-assisted simulation-driven framework has been developed in this study. This framework can automatically output optimal design parameters while considering nonlinear structural response under strong earthquakes and a large number of input factors. The primary innovation of the proposed framework lies in the fusion and integration of nonlinear numerical simulation and AI tools for earthquake-resistant design of building structures, marking a promising trend in this field. The framework consists of two steps. In the first step, a database that consists of optimal design parameters and covers a wide range of design inputs will be created through numerical nonlinear response history analyses (NRHAs). In the second step, AI models will be created and trained based on the database to automatically output the optimal design parameters. To illustrate the basic components underlying the proposed framework, the determination of the height-wise distribution (denoted by Ψ) of the total design lateral force for a strong back system is taken as an example. A database of 1200 samples was created through NRHAs, and an artificial neural network (ANN) model was created, optimised, and trained. The developed ANN model yielded optimal Ψ with the majority of absolute errors within 1%, demonstrating the feasibility of the proposed AI-assisted simulation-driven earthquake-resistant design framework.en_US
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationEngineering structures, 15 Dec. 2023, v. 297, 116892en_US
dcterms.isPartOfEngineering structuresen_US
dcterms.issued2023-12-15-
dc.identifier.eissn1873-7323en_US
dc.description.validate202310 bcchen_US
dc.description.oaNot applicableen_US
dc.identifier.FolderNumbera2472-
dc.identifier.SubFormID47751-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThe Chinese Engineering Research Centre for Steel Construction (Hong Kong Branch)en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2025-12-15en_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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Embargo End Date 2025-12-15
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