Correlation and combination of wind force components and responses
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Tamura, Yukio | - |
dc.contributor.author | Kim, Yong Chul | - |
dc.contributor.author | Kikuchi, Hirotoshi | - |
dc.contributor.author | Hibi, Kazuki | - |
dc.date.accessioned | 2021-09-05T11:31:38Z | - |
dc.date.available | 2021-09-05T11:31:38Z | - |
dc.date.created | 2021-06-15 | - |
dc.date.issued | 2014-02 | - |
dc.identifier.issn | 0167-6105 | - |
dc.identifier.uri | https://scholar.korea.ac.kr/handle/2021.sw.korea/99329 | - |
dc.description.abstract | This paper summarizes the findings from extensive wind tunnel tests carried out by the authors' group for the evaluation of wind load combination effects for various types of building models. Characteristics of correlations of wind force components are examined using the absolute ratio of wind forces, phase-plane trajectories and (absolute) cross-correlation, and then wind load combinations are examined. The necessity to consider wind load combinations is inferred from the instantaneous pressure distributions, and the cross-correlation coefficients of the absolute values of wind force components are found to be more important when examining wind force combinations. Wind load combination effects are directly examined using frame models. Based on the peak normal stresses in columns under various loading conditions, combination factors for low-, middle- and high-rise buildings are proposed. Lastly, effects of wind direction on wind load combinations are discussed. (C) 2013 Elsevier Ltd. All rights reserved. | - |
dc.language | English | - |
dc.language.iso | en | - |
dc.publisher | ELSEVIER SCIENCE BV | - |
dc.subject | LOW-RISE | - |
dc.subject | LOAD COMBINATIONS | - |
dc.subject | PRESSURE DISTRIBUTIONS | - |
dc.subject | BUILDINGS | - |
dc.subject | BRIDGES | - |
dc.title | Correlation and combination of wind force components and responses | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Kim, Yong Chul | - |
dc.identifier.doi | 10.1016/j.jweia.2013.11.015 | - |
dc.identifier.scopusid | 2-s2.0-84891079707 | - |
dc.identifier.wosid | 000331774800008 | - |
dc.identifier.bibliographicCitation | JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, v.125, pp.81 - 93 | - |
dc.relation.isPartOf | JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS | - |
dc.citation.title | JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS | - |
dc.citation.volume | 125 | - |
dc.citation.startPage | 81 | - |
dc.citation.endPage | 93 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.description.journalClass | 1 | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalResearchArea | Mechanics | - |
dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
dc.relation.journalWebOfScienceCategory | Mechanics | - |
dc.subject.keywordPlus | LOW-RISE | - |
dc.subject.keywordPlus | LOAD COMBINATIONS | - |
dc.subject.keywordPlus | PRESSURE DISTRIBUTIONS | - |
dc.subject.keywordPlus | BUILDINGS | - |
dc.subject.keywordPlus | BRIDGES | - |
dc.subject.keywordAuthor | Phase plane trajectory | - |
dc.subject.keywordAuthor | Cross-correlation coefficient | - |
dc.subject.keywordAuthor | Wind load combination | - |
dc.subject.keywordAuthor | Combination factor | - |
dc.subject.keywordAuthor | Aspect ratio effect | - |
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
(02841) 서울특별시 성북구 안암로 14502-3290-1114
COPYRIGHT © 2021 Korea University. All Rights Reserved.
Certain data included herein are derived from the © Web of Science of Clarivate Analytics. All rights reserved.
You may not copy or re-distribute this material in whole or in part without the prior written consent of Clarivate Analytics.