Browse > Article
http://dx.doi.org/10.5000/EESK.2012.16.2.015

Nonlinear Static Analysis of Shear Wall Sub-assemblages Based on the Uniaxial Spring Model  

Kim, Kyung-Min (부산대학교 건축공학과 BK사업팀)
Oh, Sang-Hoon (부산대학교 건축공학과)
Lee, Sang-Ho (부산대학교 건축공학과)
Lee, Han-Seon (고려대학교 건축사회환경공학부)
Publication Information
Journal of the Earthquake Engineering Society of Korea / v.16, no.2, 2012 , pp. 15-24 More about this Journal
Abstract
Domestic reinforced concrete (RC) apartments have a unique structural system that consists of shear walls and rink members of slabs and lintels. In this study, the nonlinear static analysis of two RC shear wall sub-assemblages, with and without lintels, was conducted using the uniaxial spring model to develop a method for accurately predicting the seismic behavior of domestic RC apartments. In the case of the specimen without lintels, the analytical result successfully represented a simulation of the nonlinear behavior of the specimen in accordance with the test result. On the other hand, in the case of the specimen with lintels, the analysis resulted in underestimating the nonlinear behavior of the specimen compared to the test result, because the coupling effect could not be predicted from the earlier loading cycle.
Keywords
Reinforced concrete; Shear wall sub-assemblage; Seismic behavior; Nonlinear static analysis; Uniaxial spring model;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
연도 인용수 순위
1 통계청, 2010년도 인구주택총조사, 2010.
2 국토해양부, 대한주택공사, 아파트 주거환경 통계, 2008.
3 이상호, 오상훈, 황원대, 이경보, 이한선, "2층 RC 전단벽식 구조물의 내진성능에 대한 정적 실험," 한국지진공학회 논문집, 제14권, 제6호, 55-65, 2010.
4 이한선, 정다훈, 황경란, 박홍근, "PERFORM 3D를 이용한 RC벽식 부분구조의 반전 횡하중 거동에 대한 해석적 모사," 한국지진공학회 논문집, 제14권, 제6호, 23-31, 2010.
5 김동관, 엄태성, 박홍근, 임영주, "주기하중을 받는 전단벽 부분구조의 비선형해석을 위한 거시모델," 한국지진공학회 춘계학술발표회 논문집, 131-134, 2011.
6 Kabeyasawa, T., Shiohara, T., Otani, S., Aoyama, H., "Analysis of the full-scale seven story reinforced concrete test structure: Test PSD3," Prod. 3rd Joint Technical Coordinating Committee, US-Japan Cooperative Earthquake Research Program, Building Research Institute, Tsukuba, Japan, 1982.
7 Kangning, Li, "CANNY Users' Manual," 2009.
8 AIJ, Design Guidelines for Earthquake Resistant Reinforced Concrete Buildings Based on Inelastic Displacement Concept, 1999.
9 Giaccio, C., Riadh, A., Taplin, G., "Experimental study on the effect of flange geometry on the shear strength of reinforced concrete T-beams subjected to concentrated loads," Can. J. Civ. Eng., Vol. 29, 911-918, 2002.   DOI   ScienceOn
10 Pansuk, W., Sato, Y., "Shear mechanism of reinforced concrete T-beams with stirrups," J. ACT, Vol. 5, No. 3, 395-408, 2007.   DOI