ScholarWorks@Gyeongsang National University: Kang, Hyun Sik

Detailed Information

Kang, Hyun Sik (강현식)

공과대학 (건축공학부)

Research Area

Tel
Homepage

ResearcherID ORCiD Scopus Google Scholar ID ResearchGate

Keyword

설계기준:8||면외변형:7||Curling:6||Bolted connection:6||최대내력:5||Ultimate strength:5||볼트접합부:5||Design code:4||Austenitic stainless steel:4||Design specification:4||Shear Strength:3||유한요소해석:3||Horizontal Joints:3||Fastener:3||Lightweight Foamed Mortar:3||Finite element analysis:3||High Strength Concrete:3||용접길이:2||용접방향:2||Hybrid stud:2||일면전단:2||Lightweight formed mortar:2||Loadbearing wall:2||Local buckling:2||Deck Plate:2||Practical Engineering:2||경량기포모르터:2||Qualitative Analysis:2||탄소강:2||용착금속파단:2||기계적 접합:2||Carbon steel:2||Behavior under Compressive Load:2||Codes Application:2||Strength reduction:2||Tjoints:2||Theoretical Analysis:2||Evaluation of fire resistant performance:2||볼트접합:2||Ultimate Strength:2||CFT Stub Columns:2||수평접합부:2||Weld length:2||Weld metal fracture:2||Fire rating:2||오스테나이트계 스테인리스강:2||내화성능평가:1||내화시간:1||덱크 플레이트. 전단성능:1||듀플렉스계 스테인리스강:1||박판 알루미늄합금:1||박판 탄소강:1||박판 페라이트계 스테인리스강:1||복합스터드:1||블록전단파단:1||세장판요소:1||수직접합부:1||실무 기술:1||알루미늄합금:1||압축좌굴:1||오스테나이트 스테인리스강:1||용접접합부:1||원형강관:1||이론 해석복합강구조물 설계에 정성분석기법을 적용하기 위한 기초연구:1||이면전단:1||이종강 용접:1||전단강도:1||정성분석기법:1||지압계수:1||최대 내력:1||축압축 거동:1||축하중변형률 관계:1||충전콘크리트단주:1||콘크리트충전 단주:1||Aluminum alloys:1||페라이트계 스테인리스강:1||Axial loadStrain Relationship:1||Bearing factor:1||Block shear fracture:1||Buckling:1||Buckling strength:1||CFT stub columns:1||Circular Steel Tube:1||Coldformed Carbon Steel:1||Concrete Filled Tubular Stub Column:1||Design specifications:1||Dissimilar steel weld:1||Double shear:1||Duplex stainless steel:1||Failure mode:1||Ferritic stainless steel:1||Global flexural buckling:1||Member buckling:1||Polymer cement concrete:1||Single shear:1||Singleshear:1||Slender section:1||Square hollow section:1||Square hollow section column:1||Thinwalled Aluminum Alloys:1||Thinwalled carbon steel:1||T형 접합부:1||Vertical Joints:1||Weld direction:1||Welded connection:1||Welding direction:1||Widththickness ratio:1||bolted connection:1||curling:1||design code:1||ferritic stainless steel:1||finite element analysis:1||ultimate strength:1||각형강관:1||강도감소:1||경량기포모르타르:1||고강도 콘크리트:1||고강도콘크리트:1||규준 적용:1||내력벽체:1||내력저하: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+82-55-772-0532

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