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3차원 유한요소해석을 이용한 보 구조물의 지진취약도 도출
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | 김원진 | - |
| dc.contributor.author | 권민호 | - |
| dc.contributor.author | 김진섭 | - |
| dc.contributor.author | 임정희 | - |
| dc.contributor.author | 서현수 | - |
| dc.date.accessioned | 2022-12-26T19:31:34Z | - |
| dc.date.available | 2022-12-26T19:31:34Z | - |
| dc.date.issued | 2017 | - |
| dc.identifier.issn | 2093-5145 | - |
| dc.identifier.issn | 2288-0232 | - |
| dc.identifier.uri | https://scholarworks.gnu.ac.kr/handle/sw.gnu/14604 | - |
| dc.description.abstract | In recent years, the number of earthquakes has increased worldwide. There has been an extreme increase on the Korea Peninsula, which is considered a safety zone for earthquakes. In particular, in the event of earthquakes, most structures on the Korea Peninsula are severely damaged, because most are not designed to withstand them. Damage to and destruction of civil structures, such as bridges, nuclear facilities, and dams, is worse than that of other structures. It is necessary to evaluate and predict the extent of damage by earthquake magnitude, as the magnitude of earthquakes is increasing as well as the frequency. A major feature of the occurrence of earthquakes is uncertainty. For this reason, it is necessary to adopt a stochastic approach, and studies using this approach are increasing. However, although there have been several studies on bridges and nuclear facilities, there have been few studies on probabilistic seismic risk evaluation for multi-functional weirs. Thus, this study presents 3D multi-functional weirs and performs a time history analysis by using LS-DYNA, a general structure analysis program. Probabilistic seismic fragility assessment is conducted by Monte Carlo simulation. | - |
| dc.format.extent | 8 | - |
| dc.language | 한국어 | - |
| dc.language.iso | KOR | - |
| dc.publisher | 한국복합신소재구조학회 | - |
| dc.title | 3차원 유한요소해석을 이용한 보 구조물의 지진취약도 도출 | - |
| dc.title.alternative | Seismic Fragility Evaluation for Weir by Three-Dimensional Finite Element Analysis | - |
| dc.type | Article | - |
| dc.publisher.location | 대한민국 | - |
| dc.identifier.doi | 10.11004/kosacs.2017.8.2.033 | - |
| dc.identifier.bibliographicCitation | 한국복합신소재구조학회 논문집, v.8, no.2, pp 33 - 40 | - |
| dc.citation.title | 한국복합신소재구조학회 논문집 | - |
| dc.citation.volume | 8 | - |
| dc.citation.number | 2 | - |
| dc.citation.startPage | 33 | - |
| dc.citation.endPage | 40 | - |
| dc.identifier.kciid | ART002234390 | - |
| dc.description.isOpenAccess | N | - |
| dc.description.journalRegisteredClass | kciCandi | - |
| dc.subject.keywordAuthor | earthquake | - |
| dc.subject.keywordAuthor | LS-DYNA | - |
| dc.subject.keywordAuthor | 3D Modeling | - |
| dc.subject.keywordAuthor | FEM | - |
| dc.subject.keywordAuthor | limit states | - |
| dc.subject.keywordAuthor | fragility curve | - |
| dc.subject.keywordAuthor | seismic fragility | - |
| dc.subject.keywordAuthor | 지진 | - |
| dc.subject.keywordAuthor | LS-DYNA | - |
| dc.subject.keywordAuthor | 3차원 모델링 | - |
| dc.subject.keywordAuthor | 유한요소법 | - |
| dc.subject.keywordAuthor | 한계상태 | - |
| dc.subject.keywordAuthor | 취약도 곡선 | - |
| dc.subject.keywordAuthor | 지진 취약도 | - |
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