Serviceability assessment of a steel pile supported wharf structure: a case study

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dc.authorid0000-0002-5176-9990
dc.contributor.authorYuksel, Isa
dc.contributor.authorAvsar, Tolga
dc.date.accessioned2026-02-08T15:15:06Z
dc.date.available2026-02-08T15:15:06Z
dc.date.issued2025
dc.departmentBursa Teknik Üniversitesi
dc.description.abstractThe objective of this case study is to ascertain whether an existing pile-supported wharf structure can withstand the service and seismic loads to which it may be subjected. Data pertaining to the materials and soil were collected in situ, and a mathematical model of the wharf was subsequently constructed. Initially, a series of capacity checks was conducted under service loads. Subsequently, a deformation-based assessment was conducted in accordance with the TCHSEC-2020 principles. Plastic hinges were then defined at the nodal points of the pile cap-beam connections by means of the lumped plasticity approach. The target displacement was calculated taking into account the free soil behaviour. The system was then subjected to a static pushover analysis for both of earthquake levels DD-1 and DD-3. In accordance with the TCHSEC-2020 code, performance evaluations must satisfy two distinct performance targets, which have been determined for two different earthquake levels, designated DD-1 and DD-3. The results showed that the wharf met the performance targets defined separately for DD-3 and DD-1 earthquake levels. It is concluded that the steel pile wharf meets the requirements of TCHSEC-2020 under operational and seismic loads as it meets the requirements of TCHSEC-2020.
dc.identifier.doi10.1007/s41062-025-01976-1
dc.identifier.issn2364-4176
dc.identifier.issn2364-4184
dc.identifier.issue6
dc.identifier.scopus2-s2.0-105005971778
dc.identifier.scopusqualityQ2
dc.identifier.urihttps://doi.org/10.1007/s41062-025-01976-1
dc.identifier.urihttps://hdl.handle.net/20.500.12885/5599
dc.identifier.volume10
dc.identifier.wosWOS:001492263500001
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherSpringer Int Publ Ag
dc.relation.ispartofInnovative Infrastructure Solutions
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzWOS_KA_20260207
dc.subjectAssessment
dc.subjectEarthquake
dc.subjectPushover
dc.subjectSteel pile
dc.subjectWharf
dc.titleServiceability assessment of a steel pile supported wharf structure: a case study
dc.typeArticle

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