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강판전단벽 경계골조 접합방식에 따른 스트립 앵글각 산정식 비교분석
조병현(Jo, Byeong-Hyeon),오근영(Oh, Keunyeong),하헌준(Ha, Heonjun),이강민(Lee, Kangmin) 대한건축학회 2017 대한건축학회 학술발표대회 논문집 Vol.37 No.2
The purpose of this study was to compare to inclination angle equation of tension field within steel plate shear wall according to boundary frame connection type. Also, the inclination angle of tension-field of standard system and that of tension-field of dual system was compared to check affecting factor between two different systems. The comparative study on the inclination angle of tension-field was conducted in accordance with aspect ratio of steel plate and moment of inertia of beam and column. As a result, it was observed that the inclination angle of tension-field decreased according to decreasing of the aspect ratio or increasing of the moment of inertia of beam.