Determination of Slenderness Ratio of Faceplates in Steel-Plate Composite Wall Panels
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Kim, Sun-Hee | - |
dc.contributor.author | Yoon, Soon-Jong | - |
dc.contributor.author | Choi, Wonchang | - |
dc.date.available | 2021-03-17T07:50:18Z | - |
dc.date.created | 2020-07-06 | - |
dc.date.issued | 2019-02 | - |
dc.identifier.issn | 1226-7988 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hongik/handle/2020.sw.hongik/12650 | - |
dc.description.abstract | Modular Steel-plate Composite (SC) construction reduces the construction time and labor requirement in their implementation for nuclear plants. For an effective structural design using SC wall panel, non-slender member is preferred for a faceplate of SC wall panel to satisfy the strength limit and the serviceability limit. The existing specifications developed for SC wall panel construction suggest width-to-thickness ratios (or faceplate slenderness ratios); however, these ratios differ in various specifications. This paper recommends the slenderness ratio of faceplates in SC wall panel. The results reveal that the faceplate slenderness ratio, the ratio of b/t(p), should be less than or equal to 0.907. In addition, the maximum stud (or tie) spacing will be a useful parameter to be considered during fabrication of SC wall, for structural design and also for field applications. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | KOREAN SOCIETY OF CIVIL ENGINEERS-KSCE | - |
dc.subject | DESIGN | - |
dc.title | Determination of Slenderness Ratio of Faceplates in Steel-Plate Composite Wall Panels | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Yoon, Soon-Jong | - |
dc.identifier.doi | 10.1007/s12205-018-0144-1 | - |
dc.identifier.scopusid | 2-s2.0-85058488753 | - |
dc.identifier.wosid | 000455806000023 | - |
dc.identifier.bibliographicCitation | KSCE JOURNAL OF CIVIL ENGINEERING, v.23, no.2, pp.691 - 698 | - |
dc.relation.isPartOf | KSCE JOURNAL OF CIVIL ENGINEERING | - |
dc.citation.title | KSCE JOURNAL OF CIVIL ENGINEERING | - |
dc.citation.volume | 23 | - |
dc.citation.number | 2 | - |
dc.citation.startPage | 691 | - |
dc.citation.endPage | 698 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.identifier.kciid | ART002434473 | - |
dc.description.journalClass | 1 | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.description.journalRegisteredClass | kci | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
dc.subject.keywordPlus | DESIGN | - |
dc.subject.keywordAuthor | steel-plate composite wall panels | - |
dc.subject.keywordAuthor | faceplate | - |
dc.subject.keywordAuthor | buckling | - |
dc.subject.keywordAuthor | slenderness ratio | - |
dc.subject.keywordAuthor | structural design | - |
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