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인장을 가하지 않은 강연선 및 프리텐션 강연선 PC보의 휨성능 평가
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| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | 노삼영 | - |
| dc.contributor.author | 정재천 | - |
| dc.contributor.author | 김형근 | - |
| dc.contributor.author | 조민주 | - |
| dc.date.accessioned | 2021-06-23T13:05:52Z | - |
| dc.date.available | 2021-06-23T13:05:52Z | - |
| dc.date.issued | 2010-05 | - |
| dc.identifier.uri | https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/39798 | - |
| dc.description.abstract | In this study, Flexural behavior of PC Beams parts of tension reinforcied bar transfer within untensioned prestressing strand and prestressing strand. Test parameters in this experimental study were D25 reinforcied bar and Ф 15.2 strand tension use modifications of tension member, and 5 specimens produced. On this tests, all specimens flexural capacites is sufficient. prestress PC beams are good at flexural stiffness and Deflection behavior. Because tension stiffening sffect is relatively high efect on prestress PC beams. | - |
| dc.format.extent | 4 | - |
| dc.language | 한국어 | - |
| dc.language.iso | KOR | - |
| dc.publisher | 한국구조물진단유지관리공학회 | - |
| dc.title | 인장을 가하지 않은 강연선 및 프리텐션 강연선 PC보의 휨성능 평가 | - |
| dc.title.alternative | Flexural Performance Assessment of PC Beam Reinforced by Untensioned Strand and Pretensioned Strand | - |
| dc.type | Article | - |
| dc.publisher.location | 대한민국 | - |
| dc.identifier.bibliographicCitation | 한국구조물진단유지관리공학회 학술발표대회 논문집, v.14, no.1, pp 281 - 284 | - |
| dc.citation.title | 한국구조물진단유지관리공학회 학술발표대회 논문집 | - |
| dc.citation.volume | 14 | - |
| dc.citation.number | 1 | - |
| dc.citation.startPage | 281 | - |
| dc.citation.endPage | 284 | - |
| dc.description.isOpenAccess | N | - |
| dc.description.journalRegisteredClass | other | - |
| dc.identifier.url | https://kiss.kstudy.com/thesis/thesis-view.asp?key=3843333 | - |
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Related Researcher
- Noh, Sam Young
- ERICA 공학대학 (MAJOR IN ARCHITECTURAL ENGINEERING)