Earticle

초록

영어

In this study, an experiment is performed to evaluate the shear strength performance of a built-up beam composed of a sinusoidal corrugated web with a depth of 1000 mm or more. In order to compare the effects of automatic welding type, a total of 4 specimens are manufactured by using one-sided automatic welding and two-sided automatic welding. The shear strength performance is verified by comparing it with the value based on the design guidelines of the Korean Society of Steel Construction. It is considered that the corrugated web and flange can achieve sufficient integral behavior effect by single-sided automatic welding. The shear strength of most specimens obtained through static loading tests was found to exceed the values of the design guidelines. Since the fracture pattern appeared near the support point, it is judged that the shear strength will be further improved if the support point is reinforced.

목차

Abstract
1. 서론
2. 정현파형 주름웨브 보 전단설계
3. 실험 개요
3.1 실험체
3.2 실험체 설치 및 측정
4. 실험 결과
4.1 거동 분석
4.2 전단강도 비교
5. 결론
REFERENCES

키워드

저자

• 정동조 [ Jung, Dong-Jo | 전주대학교 건축공학과 교수, 공학박사 ]
• 이홍민 [ Lee, Hong-Min | 에스엔지니어링 대표이사, 공학박사 ]
• 최세운 [ Choi, Se-Woon | 대구가톨릭대학교 건축공학과 부교수, 공학박사 ] Corresponding Author

참고문헌

발행기관

간행물

표지보기 관심저널 등록

• 간행물명

  대한건축학회연합논문집 [Journal of the Regional Association of Architectural Institute of Korea]

• 간기

  격월간

• pISSN

  1229-5752

• 수록기간

  1999~2026

• 등재여부

  KCI 등재

• 십진분류

  KDC 540 DDC 690