Matches in SemOpenAlex for { <https://semopenalex.org/work/W2080495699> ?p ?o ?g. }
Showing items 1 to 82 of
82
with 100 items per page.
- W2080495699 endingPage "51" @default.
- W2080495699 startingPage "43" @default.
- W2080495699 abstract "시험 설계된 초장대 사장교의 고주탑을 지지하는 대수심 대형 복합기초의 지중 대구경 현장타설말뚝을 허용응력 설계법으로 설계하고, 지지력에 대한 신뢰성 해석을 통해 파괴확률을 평가하였다. 말뚝의 지지력에 대한 허용응력 설계 결과를 신뢰성 해석으로 분석하였으며 파괴확률은 CFEM의 경우 0.12 %, 한국도로공사기준 방법의 경우 0.0002 %, 구조물기초설계기준의 경우 0.003 %였다. 허용응력 설계에서는 안전율 3을 적용하여 대구경 현장타설말뚝의 허용지지력을 구하였으며, 그 결과에 대한 신뢰성 해석을 실시하였다. AASHTO(2007)에서 제시하고 있는 파괴확률(<TEX>$P_f$</TEX>) 0.02 %일 때 CFEM 방법에서는 근입 깊이가 25 % 만큼 증가하였으며 한국도로공사기준(KHCC)에서는 근입깊이를 60 %, 구조물기초설계기준(SFDC)에서는 근입 깊이를 89 % 만큼 감소시킬 수 있었다. A Large-diameter drilled shaft of deep water depth composite foundation supporting a high rise pylon of the test designed super long span bridge was designed by allowable stress design method and failure probability through reliability analysis to bearing capacity was estimated. The allowable stress design results for the bearing capacity of a drilled shaft were analyzed by reliability analysis and the probability of failure shows 0.12 % in case of CFEM, 0.0002 % in case of Korea Highway Corporation criterion, and 0.003 % in case of structure foundation design criterion. In the allowable stress design, the bearing capacity of a large-diameter drilled shaft was obtained by applying to safety factor 3 and reliability analysis for the results was done. If the failure probability suggested by AASHTO(2007) specification is set to 0.02 %, the socketed length of a drilled shaft shows an increase of 25 % in CFEM, decrease of 60 % in KHCC, and decrease of 89 % in SFDC." @default.
- W2080495699 created "2016-06-24" @default.
- W2080495699 creator A5035921531 @default.
- W2080495699 creator A5048068645 @default.
- W2080495699 creator A5057206927 @default.
- W2080495699 date "2014-04-01" @default.
- W2080495699 modified "2023-09-27" @default.
- W2080495699 title "A Study on Estimation of Failure Probability of Allowable Stress Design using Reliability Analysis to the Bearing Capacity the Deep Water Depth Large-diameter Drilled Shaft" @default.
- W2080495699 cites W2038499777 @default.
- W2080495699 doi "https://doi.org/10.14481/jkges.2014.15.4.43" @default.
- W2080495699 hasPublicationYear "2014" @default.
- W2080495699 type Work @default.
- W2080495699 sameAs 2080495699 @default.
- W2080495699 citedByCount "0" @default.
- W2080495699 crossrefType "journal-article" @default.
- W2080495699 hasAuthorship W2080495699A5035921531 @default.
- W2080495699 hasAuthorship W2080495699A5048068645 @default.
- W2080495699 hasAuthorship W2080495699A5057206927 @default.
- W2080495699 hasBestOaLocation W20804956991 @default.
- W2080495699 hasConcept C100776233 @default.
- W2080495699 hasConcept C121332964 @default.
- W2080495699 hasConcept C126322002 @default.
- W2080495699 hasConcept C127413603 @default.
- W2080495699 hasConcept C135677250 @default.
- W2080495699 hasConcept C138885662 @default.
- W2080495699 hasConcept C154945302 @default.
- W2080495699 hasConcept C163258240 @default.
- W2080495699 hasConcept C166957645 @default.
- W2080495699 hasConcept C187320778 @default.
- W2080495699 hasConcept C199978012 @default.
- W2080495699 hasConcept C21036866 @default.
- W2080495699 hasConcept C2780966255 @default.
- W2080495699 hasConcept C41008148 @default.
- W2080495699 hasConcept C41895202 @default.
- W2080495699 hasConcept C43214815 @default.
- W2080495699 hasConcept C62520636 @default.
- W2080495699 hasConcept C66283442 @default.
- W2080495699 hasConcept C66938386 @default.
- W2080495699 hasConcept C71924100 @default.
- W2080495699 hasConcept C95457728 @default.
- W2080495699 hasConceptScore W2080495699C100776233 @default.
- W2080495699 hasConceptScore W2080495699C121332964 @default.
- W2080495699 hasConceptScore W2080495699C126322002 @default.
- W2080495699 hasConceptScore W2080495699C127413603 @default.
- W2080495699 hasConceptScore W2080495699C135677250 @default.
- W2080495699 hasConceptScore W2080495699C138885662 @default.
- W2080495699 hasConceptScore W2080495699C154945302 @default.
- W2080495699 hasConceptScore W2080495699C163258240 @default.
- W2080495699 hasConceptScore W2080495699C166957645 @default.
- W2080495699 hasConceptScore W2080495699C187320778 @default.
- W2080495699 hasConceptScore W2080495699C199978012 @default.
- W2080495699 hasConceptScore W2080495699C21036866 @default.
- W2080495699 hasConceptScore W2080495699C2780966255 @default.
- W2080495699 hasConceptScore W2080495699C41008148 @default.
- W2080495699 hasConceptScore W2080495699C41895202 @default.
- W2080495699 hasConceptScore W2080495699C43214815 @default.
- W2080495699 hasConceptScore W2080495699C62520636 @default.
- W2080495699 hasConceptScore W2080495699C66283442 @default.
- W2080495699 hasConceptScore W2080495699C66938386 @default.
- W2080495699 hasConceptScore W2080495699C71924100 @default.
- W2080495699 hasConceptScore W2080495699C95457728 @default.
- W2080495699 hasIssue "4" @default.
- W2080495699 hasLocation W20804956991 @default.
- W2080495699 hasOpenAccess W2080495699 @default.
- W2080495699 hasPrimaryLocation W20804956991 @default.
- W2080495699 hasRelatedWork W1967600776 @default.
- W2080495699 hasRelatedWork W2172222340 @default.
- W2080495699 hasRelatedWork W2348195291 @default.
- W2080495699 hasRelatedWork W2355105638 @default.
- W2080495699 hasRelatedWork W2355122820 @default.
- W2080495699 hasRelatedWork W2370587440 @default.
- W2080495699 hasRelatedWork W2385231891 @default.
- W2080495699 hasRelatedWork W2390953490 @default.
- W2080495699 hasRelatedWork W2393004510 @default.
- W2080495699 hasRelatedWork W2943358343 @default.
- W2080495699 hasVolume "15" @default.
- W2080495699 isParatext "false" @default.
- W2080495699 isRetracted "false" @default.
- W2080495699 magId "2080495699" @default.
- W2080495699 workType "article" @default.