FREE node for a single layer free-form envelope subjected to bending moment
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Oh, Jintak | - |
dc.contributor.author | Ju, Young K. | - |
dc.contributor.author | Hwang, Kyung-Ju | - |
dc.contributor.author | Kim, Sang-Dae | - |
dc.contributor.author | Lho, Seung-Hee | - |
dc.date.accessioned | 2021-09-04T04:15:18Z | - |
dc.date.available | 2021-09-04T04:15:18Z | - |
dc.date.created | 2021-06-18 | - |
dc.date.issued | 2016-01-01 | - |
dc.identifier.issn | 0141-0296 | - |
dc.identifier.uri | https://scholar.korea.ac.kr/handle/2021.sw.korea/89857 | - |
dc.description.abstract | For free-form structures with a single layer envelope, the node is subjected to axial load, as well as moment. The purpose of this paper is to develop and evaluate a new hollow spherical connector, termed the FREE (Flexible, Resilient, Efficient, Economic) node, for single layer free-form spatial envelopes. Reducing material and efficient shape are important points in the space structure node. Therefore, hollow spherical node sections with different holes were proposed and finite element analysis was performed, to determine the prototype among these parameters. The parameters are the size and shape of the hollow sphere. Bending experiments were also performed, to evaluate the structural capacities of the proposed node; and the corresponding test results were compared with finite element analysis. As a result, it may be said the proposed FREE node satisfied the required capacities. (C) 2015 Elsevier Ltd. All rights reserved. | - |
dc.language | English | - |
dc.language.iso | en | - |
dc.publisher | ELSEVIER SCI LTD | - |
dc.subject | BEHAVIOR | - |
dc.title | FREE node for a single layer free-form envelope subjected to bending moment | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Ju, Young K. | - |
dc.identifier.doi | 10.1016/j.engstruct.2015.09.030 | - |
dc.identifier.scopusid | 2-s2.0-84945307813 | - |
dc.identifier.wosid | 000367022000003 | - |
dc.identifier.bibliographicCitation | ENGINEERING STRUCTURES, v.106, pp.25 - 35 | - |
dc.relation.isPartOf | ENGINEERING STRUCTURES | - |
dc.citation.title | ENGINEERING STRUCTURES | - |
dc.citation.volume | 106 | - |
dc.citation.startPage | 25 | - |
dc.citation.endPage | 35 | - |
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.journalWebOfScienceCategory | Engineering, Civil | - |
dc.subject.keywordPlus | BEHAVIOR | - |
dc.subject.keywordAuthor | Free-form | - |
dc.subject.keywordAuthor | Spatial structure | - |
dc.subject.keywordAuthor | Moment-rotation | - |
dc.subject.keywordAuthor | Spherical node | - |
dc.subject.keywordAuthor | Connector | - |
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.