압축재 비탄성좌굴의 휨좌굴강도 Fcr에 대한 고찰
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 심현주 | - |
dc.contributor.author | 김상섭 | - |
dc.date.accessioned | 2021-06-18T10:42:14Z | - |
dc.date.available | 2021-06-18T10:42:14Z | - |
dc.date.issued | 2012 | - |
dc.identifier.issn | 1226-9107 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/cau/handle/2019.sw.cau/46136 | - |
dc.description.abstract | Many column curve formulations have appeared since the inception of L. Euler"s classic theory in 1759. This paper investigates the flexural buckling strength(F<SUB>cr</SUB>) calculated using the Allowable Stress Design Specification and the Load and Resistance Factor Design Specification of the American Institute of Steel Construction. Herein, it is pointed out that the exponential function of column curve formulation(LRFD) is hard to use in practice. Therefore, in this study, the simple parabola function is proposed for the inelastic buckling strength of the steel column loaded in uniaxial compression that is consistent with many design codes. The expressions for inelastic buckling strength formulation defined previously by Allowable Stress Design is used here. To verify the proposed equation, a total of 118 individual test results of steel columns is surveyed. The mean of the ratio of column strength to proposed flexural buckling strength is 1.089 indicating that the proposed strength curves are in good agreement with the tests. | - |
dc.format.extent | 10 | - |
dc.publisher | 대한건축학회 | - |
dc.title | 압축재 비탄성좌굴의 휨좌굴강도 Fcr에 대한 고찰 | - |
dc.title.alternative | A Study on the Flexural Buckling Strength Fcr of Inelastic Buckling for Compressive Members | - |
dc.type | Article | - |
dc.identifier.bibliographicCitation | 대한건축학회논문집 구조계, v.28, no.10, pp 37 - 46 | - |
dc.identifier.kciid | ART001709192 | - |
dc.description.isOpenAccess | N | - |
dc.citation.endPage | 46 | - |
dc.citation.number | 10 | - |
dc.citation.startPage | 37 | - |
dc.citation.title | 대한건축학회논문집 구조계 | - |
dc.citation.volume | 28 | - |
dc.publisher.location | 대한민국 | - |
dc.subject.keywordAuthor | Compressive Member | - |
dc.subject.keywordAuthor | Inelastic Buckling | - |
dc.subject.keywordAuthor | Flexural Buckling Strength | - |
dc.subject.keywordAuthor | Limit State Design | - |
dc.subject.keywordAuthor | 압축재 | - |
dc.subject.keywordAuthor | 비탄성좌굴 | - |
dc.subject.keywordAuthor | 휨좌굴강도 | - |
dc.subject.keywordAuthor | 한계상태설계법 | - |
dc.description.journalRegisteredClass | kci | - |
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
84, Heukseok-ro, Dongjak-gu, Seoul, Republic of Korea (06974)02-820-6194
COPYRIGHT 2019 Chung-Ang 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.