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사장교 케이블에 대한 개선된 장력 평가 방법
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| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | 최동호 | - |
| dc.contributor.author | 박완순 | - |
| dc.contributor.author | 권순길 | - |
| dc.date.accessioned | 2022-07-16T10:19:27Z | - |
| dc.date.available | 2022-07-16T10:19:27Z | - |
| dc.date.created | 2021-05-13 | - |
| dc.date.issued | 2013-04 | - |
| dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/162975 | - |
| dc.description.abstract | This study presents a new estimation method for cable tension considering the initial deflection, the natural frequency changing, and the initial curvature shortening of an oscillating cable in the existing estimation formulas. The re-estimation for the cable-stayed Alamillo Bridge in Spain shows that the new procedure estimates tension force of the cables more accurately. | - |
| dc.language | 한국어 | - |
| dc.language.iso | ko | - |
| dc.publisher | 한국구조물진단유지관리공학회 | - |
| dc.title | 사장교 케이블에 대한 개선된 장력 평가 방법 | - |
| dc.title.alternative | Improved estimation method for cable tension of cable-stayed bridges | - |
| dc.type | Article | - |
| dc.contributor.affiliatedAuthor | 최동호 | - |
| dc.identifier.bibliographicCitation | 한국구조물진단유지관리공학회 2013년 봄 학술발표회 논문집, v.17, no.1, pp.15 - 18 | - |
| dc.relation.isPartOf | 한국구조물진단유지관리공학회 2013년 봄 학술발표회 논문집 | - |
| dc.citation.title | 한국구조물진단유지관리공학회 2013년 봄 학술발표회 논문집 | - |
| dc.citation.volume | 17 | - |
| dc.citation.number | 1 | - |
| dc.citation.startPage | 15 | - |
| dc.citation.endPage | 18 | - |
| dc.type.rims | ART | - |
| dc.type.docType | Proceeding | - |
| dc.description.journalClass | 3 | - |
| dc.description.isOpenAccess | N | - |
| dc.description.journalRegisteredClass | other | - |
| dc.identifier.url | http://db.koreascholar.com/Article?code=292013 | - |
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Related Researcher
- Choi, Dong Ho
- COLLEGE OF ENGINEERING (DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING)