강구조 복앵글 전단 접합부의 구조적 거동에 관한 실험적 연구

• 영문명: An Experimental Study on the Structural Behavior of Double-Angle Shear Connections in Steel Structures
• 발행기관: 강원대학교 산업기술연구소
• 저자명: 이도형(Lee Do Hyung) 김석중(Kim Seok Jung)
• 간행물 정보: 『산업기술연구』vol.17, 305~312쪽, 전체 8쪽
• 주제분류: 공학 > 공학일반
• 파일형태: PDF
• 발행일자: 1997.09.30

영문 초록

Shear connections in steel structures should satisfy dual criteria of shear strength and retational flexibility and ductility. The connection should be strong enough to transfer the shear reaction of the beam, and should have sufficient rotational flexibility and ductility to rotate easily and supply the end rotation demand of the beam. This paper is concerned with the behavior of double-angle shear connections where the parameters are numbers of high strength bolt pitch, the length of angle leg, and connection method. An experimental investigation of shear connection was conducted by testing 12 beam-to-column joint specimens. Based on experimental and analytical study, the failure modes are developed and proposed design formulas.

목차

ABSTRACT

1. 서론

2. 복앵글 전단접합부의 거동

3. 실험

4. 실험결과 및 고찰

5. 결론

참고문헌