지역적 특성을 고려한 확률적 활하중 모형 구축 및 교량 설계와 안전성 평가 방법에 관한 연구 = Study on the Procedures of Bridge Design and Diagnostics using Location-Specific Live Load Model Based on Probabilistic Approach
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지역적 특성을 고려한 확률적 활하중 모형 구축 및 교량 설계와 안전성 평가 방법에 관한 연구 = Study on the Procedures of Bridge Design and Diagnostics using Location-Specific Live Load Model Based on Probabilistic Approach' 의 주제별 논문영향력
논문영향력 요약
주제
db-24하중
kl-510하중
교량 설계법
구조해석
내하력 평가법
신뢰성해석
정규분포
중하중의 최댓값
지역적 활하중계수
총중량
축중량
동일주제 총논문수
논문피인용 총횟수
주제별 논문영향력의 평균
319
0
0.0%
주제별 논문영향력
논문영향력
주제
주제별 논문수
주제별 피인용횟수
주제별 논문영향력
주제어
db-24하중
1
0
0.0%
kl-510하중
3
0
0.0%
교량 설계법
1
0
0.0%
구조해석
247
0
0.0%
내하력 평가법
1
0
0.0%
신뢰성해석
39
0
0.0%
정규분포
23
0
0.0%
중하중의 최댓값
1
0
0.0%
지역적 활하중계수
1
0
0.0%
총중량
1
0
0.0%
축중량
1
0
0.0%
계
319
0
0.0%
* 다른 주제어 보유 논문에서 피인용된 횟수
0
'
지역적 특성을 고려한 확률적 활하중 모형 구축 및 교량 설계와 안전성 평가 방법에 관한 연구 = Study on the Procedures of Bridge Design and Diagnostics using Location-Specific Live Load Model Based on Probabilistic Approach' 의 참고문헌
ReserveUnivHan,M.Y.and Park,J.B.(2001)Developmentofdesign programforcontinuousIPC girderbridges,Journalofthe Korean SocietyofCivilEngineers,Korean Society ofcivilEngineers,Vol.21,No.4-A,pp.505-514
NCHRP Report267 Transportation Research Bord.(1983)SteelBridgeMembersunderVariableAmplitudeLongLifeFatigueLoadingNowak, A.S. (1992) Calibration of LRFD Bridge Design CodeNCHRPProject12-33
Moses.,M.Ghosn.,and J.Gobieski.(1985)Weight-in-MotionApplied to BredgeEvalu-ation,FinalReport,FHWA/OH-85/012,sub-mittedto
Moses and D.Verma.(1987) Load Capacity Evaluation ofExisting Bridges, National Coo-perative Highway ResearchProgram Report301F.
Lu, Y. J., H. Y. Hsu and X. Maldague. (1992) Vehicleclassification using infr ared image analysis, J.TransportationEngineering,vol.118,no.2,pp.233~240.
Kim,S.,Nowak.A.S.and Sodolik.A.F.(1995)Site-Specifictruckload study,Proceedingsofthe Fourth InternationalSymposiumon Heavy Vehicle Weights and Dimensions Univ-ersity ofMichigan Transportation Instityte, Ann Arbor, Michigan,pp.159-163
Junsik Eom (2001)Verification ofBridge Reliability Based onFieldTesting
Jin,K.S.,HAN,M.Y.,Kang,T.H.,Kang,B.M.and Jeon,Y.S. (2010) A study on application of existing live load designstandards for long span bridges, Proceedings of the 2010ConferenceofKoreanSocietyofCivilEngineers,pp.2511
Jacob,B.,Maillard.J.B.,and Gorse.(1989)J.FProbabi-listicTrafficLoad Modelsand ExtremeLoadson a Bridge,5th Int.Conf.onstructuralSafetyandReliability,pp.1973~1980.
Hwang,E.S.(2009)Developmentofvehicular load modelusingheavytruckweigntdistribution(1),JournaloftheKorean SocietyofCivilEngineers,Korean Society ofCivilEngineers,Vol.29,No.3-A,pp.189-197
DrafrNowak,A.S.(1993)CalibrationofLRFD bridgedesigncodeReportfor NCHRP 12-33.Depart-ment of Civil and EnvironmentalEngineering,UniversityofMichigan,AnnArbor,Michigan.
Depart-ment of Civil and EnvironmentalEngineering,UniversityofMichigan,AnnArbor
Bridge Weighing System Inc. (1984) An Evaluation of ThreeBridgeTypesforBridgeWeigh-In-Motion Operation Submitted toSwedish National Road Adminjstration, S-781, 87
Borlange,SwedenFekpe,E.(1999)Characteristicsofheavy vehicleweigh distributionand pavement loading PhD. thesis, Department of Civil andGeologicalEngineering,TheUniversity ofManitoba,Winnipeg,Man,pp.213~214F.
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지역적 특성을 고려한 확률적 활하중 모형 구축 및 교량 설계와 안전성 평가 방법에 관한 연구 = Study on the Procedures of Bridge Design and Diagnostics using Location-Specific Live Load Model Based on Probabilistic Approach'
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