Torsional behavior of precast segment module joints for a submerged floating tunnels SCIE SCOPUS

DC Field Value Language
dc.contributor.author Won, Deokhee -
dc.contributor.author Seo, Jihye -
dc.contributor.author Park, Woo Sun -
dc.contributor.author Kim, Seungjun -
dc.date.accessioned 2021-05-20T07:09:48Z -
dc.date.available 2021-05-20T07:09:48Z -
dc.date.created 2020-12-28 -
dc.date.issued 2021-01 -
dc.identifier.issn 0029-8018 -
dc.identifier.uri https://sciwatch.kiost.ac.kr/handle/2020.kiost/41372 -
dc.description.abstract In this study, the structural torsional behavior of module joints of steel composite hollow reinforced concrete (RC) for submerged floating tunnels (SFTs) was evaluated experimentally and analytically. The proposed precast model for the SFT had initial stiffness values similar to those of the continuous model. However, the maximum torsional moment of the precast model was lower than that of the continuous model. The torsional moment capacity of the precast model was evaluated by analytical and experimental studies as well as a parametric study. The main parameters included the thickness and connection states of the inner tubes, sizes of the shear keys, and tensile forces of the prestressed concrete (PC) tendons. Among the four parameters, the thickness and connection state of the inner tubes had a more dominant influence. Additionally, the sizes of the shear keys influenced the integration of the concrete parts. During the design of the SFT module joint, these effective parameters should be considered for the improvement of the SFT structural performance. -
dc.description.uri 1 -
dc.language English -
dc.publisher PERGAMON-ELSEVIER SCIENCE LTD -
dc.title Torsional behavior of precast segment module joints for a submerged floating tunnels -
dc.type Article -
dc.citation.title OCEAN ENGINEERING -
dc.citation.volume 220 -
dc.contributor.alternativeName 원덕희 -
dc.contributor.alternativeName 서지혜 -
dc.contributor.alternativeName 박우선 -
dc.identifier.bibliographicCitation OCEAN ENGINEERING, v.220 -
dc.identifier.doi 10.1016/j.oceaneng.2020.108490 -
dc.identifier.scopusid 2-s2.0-85097741276 -
dc.identifier.wosid 000607850200071 -
dc.type.docType Article -
dc.description.journalClass 1 -
dc.description.isOpenAccess N -
dc.subject.keywordPlus Composite structures -
dc.subject.keywordPlus Prestressed concrete -
dc.subject.keywordPlus Steel beams and girders -
dc.subject.keywordPlus Wire -
dc.subject.keywordPlus Continuous modeling -
dc.subject.keywordPlus Effective parameters -
dc.subject.keywordPlus Initial stiffness -
dc.subject.keywordPlus Steel composites -
dc.subject.keywordPlus Structural performance -
dc.subject.keywordPlus Submerged floating tunnel -
dc.subject.keywordPlus Torsional behaviors -
dc.subject.keywordPlus Torsional moment -
dc.subject.keywordPlus Reinforced concrete -
dc.subject.keywordAuthor Submerged floating tunnel -
dc.subject.keywordAuthor Torsional behavior -
dc.subject.keywordAuthor Composite -
dc.subject.keywordAuthor Experimental study -
dc.relation.journalWebOfScienceCategory Engineering, Marine -
dc.relation.journalWebOfScienceCategory Engineering, Civil -
dc.relation.journalWebOfScienceCategory Engineering, Ocean -
dc.relation.journalWebOfScienceCategory Oceanography -
dc.description.journalRegisteredClass scie -
dc.description.journalRegisteredClass scopus -
dc.relation.journalResearchArea Engineering -
dc.relation.journalResearchArea Oceanography -
Appears in Collections:
Coastal & Ocean Engineering Division > Coastal Development and Ocean Energy Research Center > 1. Journal Articles
Coastal & Ocean Engineering Division > Maritime ICT R&D Center > 1. Journal Articles
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