ScholarWorks@Gachon: Paik, In Yeol

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Paik, In Yeol (백인열)

Engineering (Department of Civil & Environmental Engineering)

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Tel 031-750-5340
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Reliability index:7||한계상태설계법:6||Limit state design method:4||statistical estimation:3||신뢰도 분석:3||Statistical estimation:3||신뢰도지수:3||WIM data:3||Design live load:2||설계 활하중:2||KL510:2||Direct differentiation:2||Sensitivity:2||Cubic spline:2||reliability analysis:2||reliability index:2||통계적 추정:2||Design life:2||Longspan cablesupported bridge:2||safety assessment:2||하중저항계수:2||Reliability analysis:2||Railway bridge:2||Most probable failure point:2||Multiple truck effect:2||Firstorder secondmoment reliability method:2||Reinforced concrete column:2||load and resistance factor:2||PM interaction diagram:2||PSC composite beam:1||PSC 합성보:1||Performancebased:1||Permit Vehicle:1||Probability of failure:1||Pylon:1||Railway live load:1||Rating Factor:1||Rating factor:1||Reduction factor:1||Relative humidity:1||Reliability Analysis:1||Safety assessment:1||Safety evaluation and design live load:1||Single truck effect:1||Statistical analysis:1||Statistical characteristics:1||Structural Analysis:1||Target reliability:1||Temperature:1||Timestep analysis:1||Truck weight limit:1||WIM:1||WIM 자료:1||anchor:1||assessment of concrete bridge:1||cablesupported bridge:1||characteristic value:1||core test data:1||crane vehicle:1||design live load:1||design period:1||expressway bridge:1||expressway traffic:1||extreme value theory:1||highspeed railway bridge:1||limit state design:1||limit state design methods:1||live load:1||live load model:1||load and resistance factors:1||load factor and resistance factor:1||load rating factor:1||main cable:1||model updating:1||nondestructive test data:1||overweight indivisible vehicle:1||probability of failure:1||probability paper:1||reliabilitybased design:1||resistance modification factor:1||safety evaluation of bridge:1||safety factor:1||sensitivity analysis:1||single truck effect:1||specified compressive strength:1||statistical estimate:1||support structure:1||suspension bridge:1||target reliability:1||train live load:1||wind load:1||경전철:1||고가구조물:1||고속철도교량:1||교량 설계:1||교량 안전성 평가:1||교량 평가법:1||기중기 차량:1||내하율:1||목표신뢰도지수:1||민감도 분석:1||분리불가능한 중차량:1||상대습도:1||설계활하중:1||섬유보강 콘크리트:1||솟음:1||시간 단계 해석:1||실 거더 실험:1||안전성 평가:1||연행 트럭 효과:1||열차활하중:1||온도:1||재하 기간:1||저감계수:1||저항수정계수:1||증분 시간단계 해석:1||철도 교량:1||케이블교량:1||콘크리트 교량 평가:1||콘크리트 구조:1||크리프 처짐:1||크리프계수:1||통계특성:1||하중계수:1||하중계수 캘리브레이션:1||Actual girder test:1||활하중:1||Bridge Evaluation:1||Bridge design:1||Bridge evaluation method:1||Cablestayed bridge:1||Camber:1||Codes:1||Concrete structure:1||Creep coefficient:1||Creep deflection:1||Earthquake load:1||Fiber reinforced concrete:1||Guidelines:1||Guideway structures:1||Highway bridges:1||Importance class:1||Incremental timestep analysis:1||Influence line analysis:1||KRL2012:1||Light rail transit:1||Limit state design:1||Live load:1||Load and resistance factor:1||Load combination:1||Load factor:1||Load factor calibration:1||Loading period:1||Modified newtonraphson method:1||Overcharge control:1||

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1342, Seongnam-daero, Sujeong-gu, Seongnam-si, Gyeonggi-do, Republic of Korea(13120)031-750-5114

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