Cited 0 time in
기계학습 기반 노후 철근콘크리트 건축물의 축력허용범위 산정 방법
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | 황희진 | - |
| dc.contributor.author | 오근영 | - |
| dc.contributor.author | 강재도 | - |
| dc.contributor.author | 신지욱 | - |
| dc.date.accessioned | 2024-12-03T04:30:43Z | - |
| dc.date.available | 2024-12-03T04:30:43Z | - |
| dc.date.issued | 2024-09 | - |
| dc.identifier.issn | 1226-525X | - |
| dc.identifier.issn | 2234-1099 | - |
| dc.identifier.uri | https://scholarworks.gnu.ac.kr/handle/sw.gnu/73899 | - |
| dc.description.abstract | Due to seismically deficient details, existing reinforced concrete structures have low lateral resistance capacities. Since these building structures suffer an increase in axial loads to the main structural element due to the green retrofit (e.g., energy equipment/device, roof garden) for CO2 reduction and vertical extension, building capacities are reduced. This paper proposes a machine-learning-based methodology for allowable ranges of axial loading ratio to reinforced concrete columns using simple structural details. The methodology consists of a two-step procedure: (1) a machine-learning-based failure detection model and (2) column damage limits proposed by previous researchers. To demonstrate this proposed method, the existing building structure built in the 1990s was selected, and the allowable range for the target structure was computed for exterior and interior columns. | - |
| dc.format.extent | 10 | - |
| dc.language | 한국어 | - |
| dc.language.iso | KOR | - |
| dc.publisher | 한국지진공학회 | - |
| dc.title | 기계학습 기반 노후 철근콘크리트 건축물의 축력허용범위 산정 방법 | - |
| dc.title.alternative | ML-based Allowable Axial Loading Estimation of Existing RC Building Structures | - |
| dc.type | Article | - |
| dc.publisher.location | 대한민국 | - |
| dc.identifier.doi | 10.5000/EESK.2024.28.5.257 | - |
| dc.identifier.bibliographicCitation | 한국지진공학회논문집, v.28, no.5, pp 257 - 266 | - |
| dc.citation.title | 한국지진공학회논문집 | - |
| dc.citation.volume | 28 | - |
| dc.citation.number | 5 | - |
| dc.citation.startPage | 257 | - |
| dc.citation.endPage | 266 | - |
| dc.identifier.kciid | ART003113385 | - |
| dc.description.isOpenAccess | N | - |
| dc.description.journalRegisteredClass | kci | - |
| dc.subject.keywordAuthor | Existing buildings | - |
| dc.subject.keywordAuthor | Reinforced concrete frame building | - |
| dc.subject.keywordAuthor | Green retrofit | - |
| dc.subject.keywordAuthor | Vertical extension | - |
| dc.subject.keywordAuthor | Allowable axial load range | - |
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
Gyeongsang National University Central Library, 501, Jinju-daero, Jinju-si, Gyeongsangnam-do, 52828, Republic of Korea+82-55-772-0532
COPYRIGHT 2022 GYEONGSANG NATIONAL UNIVERSITY LIBRARY. 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.
