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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 한국콘크리트학회 International Journal of Concrete Structures and Materials International Journal of Concrete Structures and Materials Vol.15 No.5
- 발행연도
- 2021.9
- 수록면
- 565 - 584 (20page)
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초록· 키워드
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Under strong earthquakes, reinforced concrete (RC) walls in high-rise buildings, particularly in wall piers that form part of a coupled or core wall system, may experience coupled axial tension-flexure loading. In this study, a detailed finite element model was developed in VecTor2 to provide an effective tool for the further investigation of the seismic behaviour of RC walls subjected to axial tension and cyclic lateral loading. The model was verified using experimental data from recent RC wall tests under axial tension and cyclic lateral loading, and results showed that the model can accurately capture the overall response of RC walls. Additional analyses were conducted using the developed model to investigate the effect of key design parameters on the peak strength, ultimate deformation capacity and plastic hinge length of RC walls under axial tension and cyclic lateral loading. On the basis of the analysis results, useful information were provided when designing or assessing the seismic behaviour of RC slender walls under coupled axial tension-flexure loading.
목차
Abstract
1. Introduction
2. Numerical Model for RC Walls Under Coupled Axial Tension-Flexure
3. Validation of the FEM
4. Parametric Study of RC Walls Under Axial Tension-Flexure
5. Plastic Hinge Length of RC Wall Under Axial Tension-Flexure
6. Conclusions
References
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