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이철제,박양희,김성배,김종락 대한건축학회 2003 대한건축학회 학술발표대회 논문집 - 계획계/구조계 Vol.23 No.2(구조계)
This paper aimed to evaluate the toughness of the 600N grade high strength column to beam steel welded joint which subjected to cyclic loading. The specimens were designed as a unit frame of tall building's middle-stores, and cross type weld connection. SA440 were used for column and SM490 for beam. Six tests were carried out. EBS (Enlarged Beam System) specimens were considered to be superior structural strength, ductility capacity. Beam to column connection using EBS showed higher strength and toughness than the basic shape.
600N급 TMC후판강재를 적용한 기둥과 보 용접접합부의 인성평가
이철제,김종락,김종성,최문식 대한건축학회 2004 대한건축학회 학술발표대회 논문집 - 계획계/구조계 Vol.24 No.1(구조계)
This paper aimed to evaluate the toughness of the 600N class TMC column to beam steel welded joint which subjected to cyclic loading. The specimens were designed as a unit frame of tall building's middle-storeys, and cross type weld connection, 600N class TMC steel were used for column and SM490 for beam. Two tests were carried out. Two specimens were considered to have the same structural property and ductile capacity. The specimen adapted scallop type showed the same toughness value as the speciment used non-scallop type.