본문 바로가기
KERD
논문

상시하중상태에서 박벽의 보강효과에 대한 연구

Reinforcing Effect of Thin-wall at Serviceability Condition

0

조회

0

다운로드

0

인용

0

참고문헌

키워드

주제분류농학

초록

For the reasonable analysis of design problems for agricultural facilities, considered the reinforcing effect of thin-wall. The most of agricultural structure is constructed small scale and have many purposes. Thus it has been designed temporary rather than permanent structure, and has relatively large slenderness ratio, small section and semi-rigid condition. Therefore many agricultural facilities are consist of relatively strong frame with weak wall at the viewpoint of stiffness and have not been reflected in the design. But the tension field influences to collapse of structure have already known. Therefore, we need quantification the effect of tension field at structural analysis. In this study, present the method of quantification the effect of tension field that came out thin-plate surrounded by high stiffness frame. The numerical results show that the effect of tension field effect for thin-wall is about 5% of the sectional area of frame in study agricultural facilities.

Abstract

For the reasonable analysis of design problems for agricultural facilities, considered the reinforcing effect of thin-wall. The most of agricultural structure is constructed small scale and have many purposes. Thus it has been designed temporary rather than permanent structure, and has relatively large slenderness ratio, small section and semi-rigid condition. Therefore many agricultural facilities are consist of relatively strong frame with weak wall at the viewpoint of stiffness and have not been reflected in the design. But the tension field influences to collapse of structure have already known. Therefore, we need quantification the effect of tension field at structural analysis. In this study, present the method of quantification the effect of tension field that came out thin-plate surrounded by high stiffness frame. The numerical results show that the effect of tension field effect for thin-wall is about 5% of the sectional area of frame in study agricultural facilities.

참고문헌 (18)

  1. AASHO, "Standard specifications for highway bridges, 11th ed." (1973), American Association of State Highway Officials
  2. provisions for structural steel buildings, "AISC", AISC, ~ (1997)
  3. Load and resistance factor design specification, "AISC", AISC, ~ (1999)
  4. Besler, K., "Strength of plate girders in shear", Transactions of the ASCE, 128(2), pp.683~719 (1963)
  5. Chung, L., "Similitude law of reinforced concrete structures subjected to dynamic loading", The Architectural Institute of Korea, 11(2), pp.541~546 (1991)
  6. 김남식, "RC 축소모형의 유사동적실험을 위한 quivalent Multi-Phase Similitude Law", 한국지진공학회논문집, 7(6), pp.101~108 (2003), 한국지진공학회
  7. 이명호, "형상비와 스티프너 보강형태에 따른 강판전단패널의 구조적 거동 (I)", 대한건축학회논문집 구조계, 22(5), pp.129~136 (2006), 대한건축학회
  8. 이성철, "강박스 거더 복부판의 극한전단거동에 관한 실험연구", 대한토목학회 논문집A, 23(6A), pp.1295~1302 (2003), 대한토목학회
  9. 박홍근, "다양한 웨브강판 상세에 따른 골조강판벽의 구조성능", 한국강구조학회 논문집, 19(1), pp.67~78 (2007), 한국강구조학회
  10. Park, H. S., "Modeling techniques of reinforced concrete members based on the similitude requirements", The Architectural Institute of Korea, 8(1), pp.191~198 (1992)
  11. Shin, D. G., "Postbuckling behavior of rectangular plates considering phenomenon of buckled mode change", Korean Society of Civil Engeneers, 18(1), pp.111~123 (1998)
  12. Steigmann, D. J., "Tention filed theory", Proc. of the Royal Society of London, Series A, Mathematical and Physical Sciences, 429(1876), pp.141~173 (1990)
  13. Analysis of Steel Plate Shear Walls, "Thorburn, L. J.", University of Alberta, ~, pp.Structural Engineering Report, 107 (1983)
  14. Wagner, H., "Flat sheet metal girder with very thin metal web, Part - General Theories and Assumptions, National Advisory Committee for Aeronautics, Technical Memorandum, 604", ~ (1931)
  15. Wilson, J. M., "On specifications for strength of iron bridges", Transactions of the ASCE, 15(1), pp.401~403 (1886)
  16. 우성식, "TLD를 설치한 5층 RC 축소모델의 진동대 실험", 대한건축학회논문집 구조계, 23(2), pp.3~10 (2007), 대한건축학회
  17. Yang, H. G., "Shaking table test of small scale 5-story RC structure with tuned liquid damper", Earthquake Engineering Society of Korea, 10, pp.123~134 (2006)
  18. Yun, J. J., "A study on the similitude of precast concrete panel structure using one-third scale subassemblage model", Journal of the Korea Concrete Institute, 4(3), pp.123~134 (1992)

관련 논문AI추천

이 간행물의 다른 논문 (8건)