Interference effects of an adjacent tall building with various sizes on local wind forces acting on a tall building SCIE SCOPUS

DC Field Value Language
dc.contributor.author Kim, Wonsul -
dc.contributor.author Tamura, Yukio -
dc.contributor.author Yoshida, Akihito -
dc.contributor.author Yi, Jin-Hak -
dc.date.accessioned 2020-04-20T02:25:07Z -
dc.date.available 2020-04-20T02:25:07Z -
dc.date.created 2020-01-28 -
dc.date.issued 2018-07 -
dc.identifier.issn 1369-4332 -
dc.identifier.uri https://sciwatch.kiost.ac.kr/handle/2020.kiost/2102 -
dc.description.abstract This article focuses on variations of local wind forces along height levels of a tall building due to an adjacent tall building with various height and breadth ratios through huge wind tunnel experiments. It deals with the characteristics of local wind forces including root mean square local wind force coefficients, non-dimensional power spectra, and root coherences along height levels of a tall building with an adjacent tall building in critical locations. It is shown that increases of over 20% in interference factors (MIFMD, RIFMD, and RIFML) for maximum mean and root mean square base overturning moment coefficients in along- and across-wind directions occur when the adjacent building is close to the principal building. Higher and wider adjacent buildings can cause not only higher mean wind loads but also higher dynamic wind loads in along- and across-wind directions, but the critical locations of an adjacent building with various height and breadth ratios are somewhat different. However, most critical locations of an adjacent building for wind-induced wind loads are within the region (X/B, Y/B) = (1.5, 0-1.5). -
dc.description.uri 1 -
dc.language English -
dc.publisher SAGE PUBLICATIONS INC -
dc.title Interference effects of an adjacent tall building with various sizes on local wind forces acting on a tall building -
dc.type Article -
dc.citation.endPage 1481 -
dc.citation.startPage 1469 -
dc.citation.title ADVANCES IN STRUCTURAL ENGINEERING -
dc.citation.volume 21 -
dc.citation.number 10 -
dc.contributor.alternativeName 김원술 -
dc.contributor.alternativeName 이진학 -
dc.identifier.bibliographicCitation ADVANCES IN STRUCTURAL ENGINEERING, v.21, no.10, pp.1469 - 1481 -
dc.identifier.doi 10.1177/1369433217750170 -
dc.identifier.scopusid 2-s2.0-85044604005 -
dc.identifier.wosid 000439099500004 -
dc.type.docType Article -
dc.description.journalClass 1 -
dc.subject.keywordAuthor interference effect -
dc.subject.keywordAuthor interference factor -
dc.subject.keywordAuthor local wind force -
dc.subject.keywordAuthor pressure measurement -
dc.subject.keywordAuthor tall building -
dc.subject.keywordAuthor wind tunnel test -
dc.relation.journalWebOfScienceCategory Construction & Building Technology -
dc.relation.journalWebOfScienceCategory Engineering, Civil -
dc.description.journalRegisteredClass scie -
dc.description.journalRegisteredClass scopus -
dc.relation.journalResearchArea Construction & Building Technology -
dc.relation.journalResearchArea Engineering -
Appears in Collections:
Marine Industry Research Division > Ocean Space Development & Energy Research Department > 1. Journal Articles
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