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논문 기본 정보

자료유형
학술저널
저자정보
Sung, Yu-Chi (Department of Civil Engineering, National Taipei University of Technology) Liu, Kuang-Yen (Department of Civil Engineering, National Taiwan University) Su, Chin-Kuo (Department of Civil Engineering, National Taipei University of Technology) Tsai, I-Chau (Department of Civil Engineering, National Taiwan University) Chang, Kuo-Chun (Department of Civil Engineering, National Taiwan University)
저널정보
테크노프레스 Structural engineering and mechanics : An international journal Structural engineering and mechanics : An international journal 제21권 제1호
발행연도
2005.1
수록면
35 - 52 (18page)

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This paper proposes a realistic approach to pushover analyses of reinforced concrete (RC) structures with single column type and frame type. The characteristic of plastic hinge of a single RC column subjected to fixed axial load was determined first according to column's three distinct failure modes which were often observed in the experiments or earthquakes. By using the determined characteristic of plastic hinge, the pushover analyses of single RC columns were performed and the analytical results were investigated to be significantly consistent with those of cyclic loading tests. Furthermore, a simplified methodology considering the effect of the variation of axial force for each RC column of the frame structure during pushover process is proposed for the first time. It would be helpful in performing pushover analysis for the structures examined in this study with efficiency as well as accuracy.

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