ScholarWorks@Gyeongsang National University: Oh, Hong Seob

Detailed Information

Oh, Hong Seob (오홍섭)

건설환경공과대학 (건설시스템공학과)

Research Area

Tel 0557723299
Homepage

ResearcherID ORCiD Scopus Google Scholar ID ResearchGate

Keyword

압축강도:9||FRP:7||Compressive strength:6||FRP 보강근:5||내구성:5||Hydrophobic:4||접촉각:4||Durability:4||GFRP rebar:4||소수성:4||new test method:4||Mechanical properties:4||durability:4||Deep corrugated steel plate:3||Finite element analysis:3||serviceability:3||XRD:3||Flexural capacity:3||Flexural test:3||tensile strength:3||GFRP 보강근:3||Concrete:3||인장강도:3||Pullout:3||compressive strength:3||Concrete Splitting:3||Contact angle:3||SEM:3||ICP:3||effective moment of inertia:3||FRP Rebar:3||반발경도법:3||파형강판:3||FRP rebars:3||부착길이:3||modulus of rupture:3||휨강도:3||biaxial flexure strength:2||GFRP Rebar:2||Portland blastfurnace slag cement:2||Waste carbon nanotube:2||이방향 휨인장강도 시험:2||이음부 강도:2||bond to concrete:2||Failure modes:2||Ultrasonic pulse velocity:2||인산부산석고:2||Design code:2||부착거동:2||Corrugated steel plate:2||Strengthening:2||chemical adhesive:2||Pullout test:2||Fatigue bonding:2||Moment strength:2||자가발열:2||자가세척:2||자극제:2||Ductility index:2||Ultimate strength:2||재령:2||Rebound test:2||HPPF:2||전단키:2||Reinforcement ratio:2||Bond strength:2||Fiber reinforced polymer:2||Concrete pavement:2||contact angle:2||Bridge:2||휨실험:2||CFBC Fly ash:2||Fiber Reinforced Polymer:2||지연제:2||SN graphs:2||Biaxial flexure test (BFT):2||mortar specimen:2||대골형 파형강판:2||초음파속도법:2||Bolt connections:2||deformed GFRP rebar:2||Momentdeflection:2||dredged material:2||Embedment length:2||Age:2||NSM strengthening method:2||사용성:2||Chloride ion penetration test:2||Selfcleaning:2||Selfheating:2||experimental data:2||휨 파괴 강도:2||Inverseshaped CFRP:2||셀룰로오스 나노섬유:2||탄소섬유:2||Kaolin:2||파괴모드:2||Chemical characteristic:2||flexural tensile strength:2||산화마그네슘:2||파형강판 합성단면:2||폐CNT:2||Shear key:2||폐음극재:2||설계코드:2||Bond behavior:2||friction:2||Tension lap splice length:2||MCS:2||MPC Mortar:2||quasibrittle materials:2||Carbon fiber:2||MPC 모르타르:2||Decisionmaking:2||Magnesium oxide:2||알칼리환경:2||Flexural Strength:2||Waste cathode agent:2||FTIR:2||Costeffectiveness:2||Flexural performance:2||Phosphogypsum:2||Flexural stiffness:2||Flexural strength:2||indirect tensile strength:2||surface patterns of rebar:2||bearing resistance:2||Failure mode:2||Bond development length:2||biaxial flexural fracture strength:2||Compressive Strength:2||유한요소해석:2||유효단면이차모멘트:2||Size effect law:1||Slag:1||SonReb method:1||Stainless steel fiber:1||Static performance:1||Steel Fiber Reinforced Concrete:1||Steel grade:1||Stimulant:1||Stirrup:1||Surface moisture content:1||Tearing failure of plate:1||Temperature:1||Tensile behavior:1||Tensile creep:1||Tensile strength:1||Tension stiffening effect:1||Thermal exposure:1||Throughthickness corrosion:1||Transition pieces:1||Truss model:1||Waste glass:1||Waste glass sludge:1||Web panel:1||Wind tower support:1||alkalisilica reaction:1||alkaline conditions:1||allowable compressive stress:1||anhydrite:1||artificial neural network:1||axial:1||bending test:1||biaxial flexural test (BFT):1||biaxial flexure test:1||blast furnace slag:1||bolted connection:1||bridge deck slab slabs:1||cantilever beam:1||capillary porosity:1||cellulose nanofiber:1||cement paste:1||collision test:1||concrete:1||concrete barrier:1||concrete core:1||concrete durability:1||concrete environment:1||concrete railroad bridge:1||concrete splitting:1||concrete strength:1||corrosion:1||crack:1||critical strengthening ratio:1||damage acceleration:1||debonding problem:1||deep corrugated steel plate culvert bridge:1||deflection:1||deicing chemicals:1||drying shrinkage:1||dual regression:1||embedment length:1||estimation of compressive strength:1||expanded sidewalk:1||failure phenomenon:1||fatigue life:1||fatigue performance:1||flexural bonding:1||fracture:1||freezing:1||freezingthawing:1||harmony search algorithms:1||hemihydrate:1||high strength concrete:1||high temperature:1||hydrophobic:1||hypohydrophobic surface:1||image analysis:1||intermediate crackinduced interfacial debonding failure:1||isotropic flexure stress:1||longterm performance:1||lower fatigue limit:1||microstructure:1||multiple regression analysis:1||nonlinear FE analysis:1||nuclear power plant:1||optimization algorithm:1||plastic settlement:1||polynomial regression:1||pore size distribution:1||post installed adhesive anchor bolt:1||precast:1||prestressed concrete:1||prestressing:1||pretension:1||proposed optimum specimen configuration:1||pullout:1||response surface:1||scaling:1||semiempirical crack equation:1||shrinkage:1||simplified:1||stirrup partialcutting NSM (SCNSM):1||strength correction factor:1||strength design method:1||strengthened concrete member:1||strengthening length:1||structural safety:1||target reliability index:1||tensile strength prediction:1||thawing:1||thermal contraction:1||variable amplitude cyclic loading:1||wiremesh:1||간접 인장시험법:1||강섬유보강콘크리트:1||강종:1||강판 찢김파괴:1||건조수축:1||격자형 CFRP 보강재:1||격자형 탄소보강재:1||경화특성:1||계면전단강도:1||고강도콘크리트:1||고로슬래그 시멘트:1||고로슬래그시멘트:1||고성능:1||고성능 섬유보강 그라우트:1||고성능 시멘트계 그라우트:1||고온:1||과소수성표면:1||교량:1||균열:1||균열간격:1||그라우트 연결부:1||극한강도:1||기계적 맞물림:1||기계적 성질:1||기계적 정착:1||내민보:1||동결융해:1||동결융해 조건:1||등방성 휨인장응력:1||마찰:1||메타카올린:1||모르터 시험체:1||모멘트변위:1||모멘트강도:1||모세공극:1||목표신뢰도:1||무수석고:1||미세구조:1||박리량:1||박리저항성실험:1||반수석고:1||방오 코팅제:1||방오성능:1||방오코팅:1||보강:1||보강공법:1||보강근 표면형상:1||보강길이:1||보강비:1||복합:1||복합열화:1||볼트 이음부:1||볼트간격:1||볼트연결된 이음부:1||볼트전단파괴:1||부식:1||부착강도:1||부착식 후설치 앵커 볼트:1||비부착:1||비선형 유한요소해석:1||비용효율성:1||비파괴시험:1||뽐힘시험:1||섬유:1||소성설계:1||소수성 유액:1||수정계수:1||순환유동층 바텀애시:1||순환유동층 플라이 애시:1||순환유동층 플라이애시:1||스케일링 시험법:1||스터럽:1||스터럽 부분절단형 SCNSM 공법:1||스테인레스 스틸화이버:1||슬래그:1||시멘트 건조수축:1||시멘트 페이스트:1||시멘트모르타르:1||신 시험법:1||실험 결과:1||알칼리실리카 반응:1||알칼리저항 유리섬유:1||압축:1||역사다리꼴 탄소섬유보강재:1||역학적 성질:1||연결부:1||연결상세:1||연성지수:1||열수축:1||염소이온 투과시험:1||염소이온투과시험:1||염화물 침투 실험:1||영구거푸집:1||오차율:1||온도:1||온도 노출:1||응결시간:1||의사결정:1||이방향 인장강도:1||이방향 휨강도:1||이축 휨파괴강도:1||이축휨시험:1||이형 GFRP rebar:1||인산석고:1||인장 크리프:1||인장강화효과:1||인장거동:1||인장겹이음 길이:1||일축 휨인장강도 새로운 이축 휨강도 실험 방법:1||임계보강비:1||자기수축:1||장기거동:1||저전압:1||전단 보강재:1||전자기유도법:1||전자파레이더법:1||정적거동:1||제1인산칼륨:1||제설염:1||조기강도:1||준설토:1||준취성재료:1||직접인발시험:1||처짐:1||철망:1||초기강도:1||최적 시험체 형상:1||축강도:1||충돌실험:1||카올린:1||코어효과:1||콘크리트:1||콘크리트 강도:1||콘크리트 방호벽:1||콘크리트 부착:1||콘크리트 철도교:1||콘크리트 포장:1||콘크리트포장:1||콘크리트환경:1||크기효과법칙:1||탄산화:1||파괴:1||파괴현상:1||파괴형태:1||폐유리 슬러지:1||포졸란 반응:1||폭로실험:1||폴리메틸하이드로실록산:1||표면매립 보강공법:1||표면매립 탄소섬유판:1||표면수율:1||풍력지지구조:1||프리스트레싱:1||플라스틱 침하:1||피로거동:1||피로파괴 휨 부착:1||피로한계:1||한계상태:1||한계상태설계:1||합성단면:1||항만준설토:1||화학적 노출:1||화학적 부착:1||화학적 성질:1||확장 보도부:1||휨:1||휨 성능:1||휨강성:1||휨성능:1||휨시험:1||A. Glass fibres:1||휨인장강도:1||Accelerated tests:1||Activator:1||Admixture:1||Aggregate Replacement:1||Alkaline resistant:1||Anchor bolt:1||AntiFouling:1||Antifouling coat:1||Antifouling:1||Ar glass fibers:1||Axial Strength:1||BFRP:1||Biaxial strength:1||Bolt connected lap joint:1||Bolt spacing:1||Bond length:1||CFBC bottom ash:1||CFRP bar:1||CFRP plate:1||CFRP 플레이트:1||CNSM:1||Carbon fiber sheet:1||Carbonation:1||Cellulose nanofiber:1||Cellulose nonafiber:1||Cement mortar:1||Chemical exposure:1||Chloride Ion Penetration Test:1||Composite Section:1||Composite action:1||Concrete bridge deck:1||Connection detailing:1||Core effect:1||Correction coefficient:1||Corrosion:1||Corrugate steel plateconcrete composite section:1||Corrugated Steel Plate:1||Corrugated Steel Plate Composite Section:1||Crack spacing:1||D. Mechanical testing:1||Deicing salt:1||Deflection:1||Deformed fibre reinforced polymer rebar:1||Dredged soil:1||Drying Shrinkage:1||E. Extrusion:1||EDX:1||Early Strength:1||Effective moment of inertia:1||Electromagnetic induction method:1||Electromagnetic radar method:1||Error rate:1||FRP bar:1||FRP reinforcement:1||Fatigue limit:1||Fatigue performance:1||Fatigue test:1||Ferronickel Slag:1||Fiber:1||Fiber reinforced polymers:1||Flexural:1||Freezing and thawing condition:1||GFRP:1||Glass fibre reinforced polymer:1||Glass powder:1||Glass sludge:1||Grid typed CFRP:1||Grid typed CFRP reinforcement:1||Grouted joint connections:1||Hardening properties:1||High performance:1||High performance fiber reinforced grout:1||High strength concrete:1||Highperformance cementeous grout:1||Hydrophobic emulsion:1||Indirect test:1||Initial strength:1||Interfacial shearbonding stress:1||Interlaminar shear strength:1||Limit state:1||Limit state design:1||Live load model:1||Low voltage:1||Mechanical anchorage:1||Meta kaolin:1||Microstructure:1||Milled fibre:1||Mortar:1||Multideterioration:1||NDE:1||NSM strenghening technique:1||NSM 보강공법:1||Nondestructive test:1||Nonlinear layered finite element method:1||PMHS emulsion:1||PMHS 유액:1||PVA Fiber:1||PVA 섬유:1||Permanent form:1||Phosphogypsum:1||Pitting corrosion:1||Plastic design:1||Plasticity model:1||Plate girder:1||Polymer mixture structural strengthening:1||Polymethyl Hydro Siloxane:1||Potassium dihydrogen phosphate:1||Pozzolan reactivity:1||Predictive model:1||Probability:1||Pull out test:1||Pulsating load:1||Quasibrittle materials:1||Rebound hammer method:1||Rehabilitation:1||Reliability analysis:1||Resins:1||Retaining Wall Block:1||Retard:1||Retarder:1||SN:1||Scaling Amount:1||Scaling resistance test:1||Scaling test methods:1||Seam Strength:1||Seam strength:1||Serviceability:1||Setting Time:1||Shear buckling:1||Shear failure of bolt:1||Shear reinforcement:1||Shearstrengthening material:1||

RSS_1.0 RSS_2.0 ATOM_1.0

Gyeongsang National University Central Library, 501, Jinju-daero, Jinju-si, Gyeongsangnam-do, 52828, Republic of Korea+82-55-772-0533

Certain data included herein are derived from the © Web of Science of Clarivate Analytics. All rights reserved.
You may not copy or re-distribute this material in whole or in part without the prior written consent of Clarivate Analytics.

Detailed Information

Keyword

BROWSE