ScholarWorks@Hanyang University ERICA Campus: Lee, Moon Sung

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Lee, Moon Sung (이문성)

COLLEGE OF ENGINEERING SCIENCES (MAJOR IN ARCHITECTURAL ENGINEERING)

Research Area: 강구조/내진공학

Tel 031-400-5138
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Sprayed FRP:3||sprayed FRP:3||Crack:2||Coldformed Steel:2||FRP:2||Stabilized Crack Stage:2||Carbon & Glass fibers:2||Composite PC slab:2||drying shrinkage:2||seismic performance:2||Response Modification Factor:2||epoxy:2||Half PC slab:2||Performance Evaluation:2||Vinyl ester resin:2||Epoxy resin:2||beamcolumn connection:2||R/C columns:2||glass fiber:2||carbon fiber:2||High Strength Concrete:1||Hybrid modular frames:1||Longterm Drying Shrinkage:1||Near surfacemounted retrofit:1||Openings:1||PPS공법:1||Partially debonded FRP strip:1||Performance evaluation:1||RC wall:1||RC walls:1||Reinforced concrete column:1||Remodeling:1||Repairing:1||Response modification factor:1||SN steel:1||Setting Time:1||Shear strengthening:1||Shortterm Tests:1||Shrinkage cracking:1||Sliding:1||Stiffening sealant:1||Strength:1||Structural sealant:1||Structural silicone glazing (SSG) connection:1||Tension Test:1||bar fracture:1||bond failure:1||collapse mechanism:1||composite:1||compressive strength:1||concrete:1||concrete encased beam:1||crack control design:1||deflection:1||electrical behavior:1||failure mode:1||fibrereinforced concrete:1||finite element analysis:1||flexural performance:1||flexural strength:1||horizontal shear:1||macrosynthetic fiber:1||mortarfilled sleeve splice:1||multiwalled carbon nanotubes (MWCNTs):1||posttensioned:1||precast:1||precast concrete:1||recycled aggregate concrete:1||restraint ratio:1||restraint tensile strain:1||selfsensing:1||shear:1||steel bar:1||steel deck:1||steel fibers:1||steel moment resisting frame:1||strainhardening cement composite (SHCC):1||strands:1||tensile creep:1||tensile properties:1||tensile property:1||truss:1||uniaxial restrained shrinkage cracking test:1||wide beam:1||개구부:1||고강도콘크리트:1||골조거동:1||균열:1||균열 정상화 상태:1||균열안정화상태:1||내진성능평가:1||넓은 보:1||리모델링:1||미끌림양:1||반응수정계수:1||방청제:1||병렬전단벽:1||부착미끌림 특성:1||부착응력:1||부착인장시험:1||비닐에스테르수지:1||수정된 모델식:1||아질산 칼슘:1||양단 인장 부착시험:1||에폭시:1||에폭시수지:1||연결부재:1||유리섬유:1||응결시간:1||장기재령에서의 건조수축:1||조립식 스틸:1||철근콘크리트 기둥:1||초기 건조수축 실측값:1||탄소 및 유리섬유:1||탄소섬유:1||포스트텐션:1||하프 PC 슬래브:1||Adjusted Models:1||합성 PC 슬래브:1||Analytical approach:1||Asymmetric crosssection column:1||Bond Stress:1||Bond Tension Test:1||Bond behavior of NSM FRP strip:1||BondSlip Properties:1||Calcium Nitrate:1||Carbon fiber sheet:1||Coldformed steel:1||Corrosion Inhibitor:1||Coupled Shear Wall:1||Coupling Element:1||Cracking control design:1||Drying shrinkage:1||Ductility:1||Equivalent bondloss length:1||Experimental study:1||FRP 시트:1||Flexural behavior of reinforced concrete beams:1||

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