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http://dx.doi.org/10.4334/JKCI.2004.16.5.627

Behavior of Three Story Bearing Wall Structure under Lateral toad Reversals  

Chang Kuk-Kwan (Dept of Architectural Eng., Seoul National Univ. of Technology)
Oh Young-Hun (Dept. of Architectural Eng., Konyang University)
Kim Ki-Hyun (Dept of Architectural Eng., Seoul National Univ. of Technology)
Publication Information
Journal of the Korea Concrete Institute / v.16, no.5, 2004 , pp. 627-634 More about this Journal
Abstract
The purpose of this study is to investigate seismic performance of a bearing wall system for apartment buildings. An 1/3 scale three-story specimen was constructed and tested under cyclic lateral loads. The specimen was consisted of pierced walls and coupling elements as well as floor slabs. The bearing wall system is considered to have a adequate deformation capacity up to $2.0\%$ of roof drift ratio, and the experimental results showed the ductile load-deformation characteristics even though some walls were failed in shear Nonlinear analysis was peformed to compare the load-deformation curve obtained from the experimental program. The result of nonlinear analysis could be useful to predict the actual behavior characteristics of the bearing wall system subjected to lateral loads.
Keywords
apartment buildings; bearing wall system; coupling elements deformation capacity; opening; nonlinear analysis;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
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1 Wallace, J. W. and Moehle, J. P., 'The 3 March 1985 Chile Earthquake Structural Requirements for Bearing Wall Buildings,' EERC Report No. 89/5, U.C. at Berkeley, USA, 1989
2 Wood, S. L., Wight, J. K, and Moehle, J. P., 'The 1985 Chile Earthquake Obseroations on Earthquake Resistant Construction in Vina del Mar,'EERC Report No. 89/5, U.C. at Berkeley, 1987
3 Lee, L. H., Chang, K. K., and Chun, Y. S., 'Experimental Fomulation for the Fundamental Period of RC Buildings with Shear-Wall Dominant Systems,' Structural Design of Tall Building, John Wiley & Sons Ltd., Vol.9, 2000, pp.295-307   DOI   ScienceOn
4 Oh, Y. H., Han, S. W., and Lee, L. H., 'Effect of Boundary Element Details on the Seismic Deformation Capacity of Structural Walls,' Earthquake Engineering and Structural Dynamics, John Wiley and Sons, Vol.31, No.8, 2002, pp.1583-1602
5 대한주택공사, '공동주택의 내진성능 향상을 위한 구조 계획기법 연구', 대한주택공사 연구보고서, 1987
6 Wight, J. K., Ed., 'Earthquake Effects on Reiriforced Concrete Structures,' Publication SP-84, American Doncrete Institute, Detroit, USA, 1985
7 한국콘크리트학회, '콘크리트구조설계기준 해설', 한국콘크리트학회, 2000, 413pp
8 Kunnath, S. K. et. al., 'IDARC Version 5.0-A Computer Program for tlle Inelastic Drainage Analysis.of Buildings, User's Manual, SUNY at Buffalo, 1999
9 장극관, 천영수, 서대원, '벽식아파트 구조에서 연결부재의 거동분석', 콘크리트학회논문집', 콘크리트학회논문집, 14권,1호, 2002, pp.83-91
10 김기현, 장극관, 서대원, 천영수, '벽식 아파트 구조에서 연결부재의 거동특성을 부용한 연결부재의 거동특성을 고려한 정적 및 동적 응답해석', 한국콘크리트학회 봄학술발표회논문집, 14권, 1호, 2002, 437-442
11 Corley, W. G., Fiorato, A. E., and Oesterle, R. G., 'Structural Walls,' Publication SP-72, American Concrete Institute, Detroit, USA, 1981, pp.77-131
12 Vallenas, J. M. Bertero, V. V., and Popov, E. P., 'Hysteretic Behavior of Reinforced Concrete Structural Walls, EERC Report No.79/20, U.C. at Berkeley, USA, 1979
13 Cardenas, A. E., Hanson, J. M., Corley, W. G., and Hognesad, E., 'Design Provision for Shear Walls,' American Doncrete Institute, Structural Journal, Vol.2, No.5, 1973, pp.221-230
14 대한주택공사, '아파트 건물의 구조형식에 관한 연구 초고층 아파트를 중심으로', 대한주택공사 보고서, 1990
15 과학기술처, '신주택 기술개발, 초고층 아파트 최적구법 개발(II)', 한국건설기술원, 1992
16 Paulay, T. and Priestley, M. J. N., 'Seismic Design of Reinforced Concrete and Masonry Buildings,' John Wiley & Sons Inc., 1992, pp.362-389