Journal of Korean Society of Steel Construction (한국강구조학회 논문집)

Korean Society of Steel Construction (한국강구조학회)
권호 표지

Plastic Analysis of Steel Plate Shear Panels using Strip Model

스트립 모델을 이용한 강판 전단패널의 소성 해석

  • Received : 2005.09.15
  • Accepted : 2006.01.10
  • Published : 2006.02.27
Download PDF
⟨ Previous Next ⟩

Abstract

The behaviors of steel-plate shear panels were investigated through an experimental and analytical study, using mild steel (S40). Steel-plate shear panels buckle at small loads, and their strength is based on the shear panel's postbuckling strength due to tension field action. In design practice, however, the capacity of steel-plate shear panels is limited to the elastic buckling strength of shear panels. Th e National Standard on Limit States Design of Steel Structures, CAN/CSA-S16.1-94 (1994) contains a guideline for the analysis of thi n, unstiffened, steel-plate shear walls using the strip model. In this paper, the structural capacity of shear panels was evaluated using the results of the experiment and of the strip model analysis.

강판 전단패널의 거동이 일반연강 (S400) 을 이용한 실험 및 해석으로 고찰되었다. 강판 전단패널은 작은 하중에서 좌굴을 하지만, 패널의 전단극한강도는 인장력 작용에 의한 강판 전단패널의 좌굴후 강도에 의해 좌우된다. 그러나, 설계상에서 강판 전단패널의 성능은 강판 전단패널의 탄성좌굴강도에 국한된다. 캐나다 극한강도 설계 규준 (CAN/CSA-S16.1-94)은 스트립 모델을 이용한 박강판 전단패널의 해석을 위한 절차를 규정하고 있다. 본 논문에서는 실험결과와 스트립모델 해석 결과를 이용하여 강판 전단패널의 구조성능을 평가하였다.

Keywords

References

  1. 강구조 편람 제1권 (1995), 한국강구조학회
  2. 대한건축학회 (1998). 강구조 한계상태설계기준 및 해설
  3. 이명호, 문태섭 (2005), 반복하중을 받는 강판 전단패널의 거동에 관한 실험적 연구, 대한건축학회 구조계 논문집, v.21 n.11
  4. 見材博明, 秋山 宏 (1997), 張力場を形成する鋼板耐震璧の復元力 特性, 日本建築學會論文報告集 第260號 pp. 109-114
  5. 高橋泰彦, 品部祐兒 (1997). せん斷降伏形薄鋼板の復元力特性に關 する實驗的硏究, 日本建築學會構造係論文集, 第494號 pp. 107-114
  6. Astaneh-Asl, A. (2000) Seismic behavior and design of steel shear walls, Steel TIPS Report, Structural Steel Educational Council, CA
  7. Basler, K. (1963) Strength of plate girders under combined bending and shear, Journal of Structural Division, ASCE, 87(2), pp. 181-197
  8. Driver, R.G., Kulak, Elwi, A. E. and G. L., Kennedy, D.J.L., (1998) Cyclic Tests of Four-Story Steel Plate Shear Wall, Journal of Structural Engineering., ASCE Vol. 124, No. 2, Feb., pp. 112-120 https://doi.org/10.1061/(ASCE)0733-9445(1998)124:2(112)
  9. Limit State of Design of Steel Structures (1994). CAN/CSA-S16.1-94, Canadian Standards Association, Rexdale, Ont., Canada
  10. Prakash V. Powell G.H. and Campbell S.D., DRAIN-2DX, Version 1.10 (1993), Structural Engineering, Mechanics and Materials, Dept. of Civil Engineering Univ. of California at Berkeley Report No. UCB/SEMM-93/17
  11. Rezai, M. (1999). Seismic behaviour of steel plate shear walls by shake table testing, Ph.D. Dissertation, University of British Columbia, Vancouver, Canada
  12. Thorburn, L..J., Kulak, G..L., and Montgomery C..J. (1983), Analysis of Steel Plate Shear Walls, Structural Engineering Report No. 107, University of Alberta, Canada
  13. Timler, P.A. and Kulak, G. L .(1983) Experimental Study of Steel Plate Shear Walls, Structural Engineering Report No,. 114, University of Alberta, Canada
  14. Wagner, H. (1931), Flat sheet metal girder with very thin metal web, Tech. Memo. 604-606, National Advisory Committee for Aeronautics(NACA)
  15. Wilson, J.M. (1886). On specifications for strength of iron bridges, Trans., ASCE, 15(1), pp. 401-403 and pp. 489-490
  16. AISC (2001), Manual of Steel Construction-Load and Resistance Factor Design, 3rd Edition. American Institute of Steel Construction Inc., Chicago
  17. Roberts, T.M., (1995), Seismic Resistance of Steel Plate Shear Walls, Engineering Structures, 17, no.5, pp. 344-351 https://doi.org/10.1016/0141-0296(95)00017-2
  18. Elgaaly, M. and Caccese, V., (1993), Post-buckling Behavior of Steel- Plate Shear Walls under Cyclic Loads , Journal of Structural Engineering, ASCE, 119, n. 2, pp. 588-605 https://doi.org/10.1061/(ASCE)0733-9445(1993)119:2(588)
  19. Lubell, A.S., (1997), Performance of unstiffened steel plate shear walls under cyclic quasi-static loading, M.A.Sc. Thesis, Department of Civil Engineering, University of British Columbia, Vancouver, BC, Canada