Browse > Article
http://dx.doi.org/10.7781/kjoss.2013.25.5.497

Strip Angle Changes in Accordance with the Deformation Mode of Seismic Steel Plate Shear Wall Systems  

Lee, Kangmin (Department of Architecture Engineering, Chungnam National University)
Li, Rui (Department of Architecture Engineering, Chungnam National University)
Chen, Liuyi (Department of Architecture Engineering, Chungnam National University)
Oh, Keun Yeong (Department of Architecture Engineering, Chungnam National University)
Kim, Woo Seok (Department of Civil Engineering, Chungnam National University)
Publication Information
Journal of Korean Society of Steel Construction / v.25, no.5, 2013 , pp. 497-507 More about this Journal
Abstract
This study investigated the tension-field action induced strip angle changes and deformed mode shapes of SPSW for high-rise structures subjected to lateral forces. Based on the numerical analysis 3, 9, 14 and 20 story structures, shear and flexural modes were identified by comparing the numerical analysis results to the predicted strength by theory. Shear deformation mode exhibited a constant angle in tension-field; whereas, flexural mode of the numerical results, differed from the tension-field action theory.
Keywords
steel plate shear wall(SPSW); tension-field; strip angle; principal stress vector; deformation mode;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
1 위지은, 이명호, 오상훈, 허충, 오영석, 윤명호, 문태섭(2000) 전단 항복형 강판 내진벽의 거동, 대한건축학회 추계학술발표대회 논문집, 대한건축학회, 제20권, 제2호, pp.377-380. Wi, J.E., Lee, M.H., Oh, S.H., Huh, C., Oh, Y.S., Yoon, M.H., and Moon, T.S. (2000) Behavior of Shear Yielding Steel Plate Seismic Wall, Proceedings of Fall Conference of Architectural Institute of Korea, AIK, Vol. 20, No, 2, pp.377-380 (in Korean).
2 Berman, J. and Bruneau, M. (2003) Plastic Analysis and Design of Steel Plate Shear Walls, Journal of Structural Engineering, ASCE, Vol. 129, No. 11, pp.1148-1456.
3 Rezai, M. (1999) Seismic Behavior of Steel Plate Shear Walls by Shake Table Testing, Ph.D. Dissertation, University of British Columbia, Vancouver, Canada.
4 Thorburn, L.J., Kulak, G.L., and Montgomery, C.J. (1983) Analysis of Steel Plate Shear Walls, Structural Engineering Report No. 107, Dept. of Civil Engineering, Univ. Alberta, Edmonton, Alberta, Canada.
5 Timler, P.A. and Kulak, G.L. (1983) Experimental Study of Steel Plate Shear Walls, Structural Engineering Report No. 114, Dept. of Civil Engineering, Univ. Alberta, Edmonton, Alberta, Canada.
6 Tromposch, E.W. and Kulak, G.L. (1987) Cyclic and Static Behavior of Thin Panel Steel Plate Shear Walls, Structural Engineering Report No. 145, Dept. of Civil Engineering, Univ. Alberta, Edmonton, Alberta, Canada.
7 이명호, 오상훈, 윤명호, 문태섭(2006) 스트립모델을 이용한 강판 전단패널의 해석, 대한건축학회지, 대한건축학회, 제22권, 제3호, pp.79-86. Lee, M.H., Oh, S.H., Yoon, M.H., and Moon, T.S. (2006) Analysis of Steel-Plate Shear Panels using Strip Model, Review of Architecture and Building Science, AIK, Vol. 22, No. 3, pp.79-86 (in Korean).
8 강헌성, 이명호, 김재건, 윤명호, 문태섭(2003) 스트립모델에 의한 강판 전단벽의 해석, 한국강구조학회 2003 년도 학술발표대회 논문집, 한국강구조학회, pp.372-379. Kang, H.S., Lee, M.H., Kim, J.K., Yoon, M.H., and Moon, T.S. (2003) Analysis of Steel Plate Shear Walls Based on Strip Model, Proceedings of Annual Conference Korean Society of Steel Construction, KSSC, pp.372-379 (in Korean).
9 황성래, 곽재혁, 김원기, 박홍근, 전상우(2003) 강판전단벽 골조의 해석과 분석, 한국강구조학회 2003년도 학술발표대회 논문집, 한국강구조학회, pp.428-434. Hwang, S.R., Kwak, J.H., Kim, W.K., Park, H.G., and Jeon, S.W. (2003) Structural Analysis and Evaluation of a Steel Plate Shear Wall Building, Proceedings of Annual Conference Korean Society of Steel Construction, KSSC, pp.428-434 (in Korean).
10 대한건축학회(2010) KBC 2009에 따른 강구조내진설계 메뉴얼, 한국건축구조기술사회, 구미서관 KSEA (2010) Seismic Design Manual of Steel Buildings per KBC2009, The Korean Structural Engineers Association, Goomibooks (in Korean).
11 박홍근, 최인락, 전상우, 김원기(2006) 전단지배 강판벽의 연성능력, 한국강구조학회논문집, 한국강구조학회, 제18권, 제4호, pp.457-468. Park, H.G., Choi, I.R., Jeon, S.W., and Kim, W.K. (2006) Ductility Capacity of Shear-Dominated Steel Plate Walls, Journal of Korean Society of Steel Construction, KSSC, Vol. 18, No. 4, pp.457-468 (in Korean).   과학기술학회마을
12 AISC (2005), AISC Seismic Provision 2005 for Structural Steel Buildings, American Institute of Steel Construction, USA.
13 Driver, R.G., Kulak, G.L., Kennedy, D.J., and Elwi, A.E. (1997) Seismic Behavior of Steel Plate Shear Walls, Structural Engineering Report No. 215, Dept. of Civil Engineering, Univ. Alberta, Edmonton, Alberta, Canada.
14 Seilie, I.F. and Hooper, J.D. (2005) Steel Plate Shear Wall: Practical Design and Construction, Modern Steel Construction, AISC, Vol. 45, No. 4, pp.37-45.
15 CSA (2001), Limit State of Design of Steel Structure, Canadian Standards Association, Canada.
16 Basler, K. (1963) Strength of Plate Girders under Combined Bending and Shear, Journal of Structural Division, ASCE, Vol. 87, No. 2, pp.181-197.