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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2018.6
- 수록면
- 53 - 64 (12page)
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초록· 키워드
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A nonlinear analytical model has been proposed for two-span two-story reinforced concrete frames with relaxed section details. The analytical model is composed of beam, column, and beam-column joint elements. The goal of this study is to develop a simple and light nonlinear model for two-dimensional reinforced concrete frames since research in earthquake engineering is usually involved in a large number of nonlinear dynamic analyses. Therefore, all the nonlinear behaviors are modeled to be concentrated on flexural plastic hinges at the end of beams and columns, and the center of beam-column joints. The envelope curve and hysteretic rule of the nonlinear model for each element are determined based on experimental results, not theoretical approach. The simple and light proposed model can simulate the experimental results well enough for nonlinear analyses in earthquake engineering. Consequently, the proposed model will make it easy to developing a nonlinear model of the entire frame and help to save time to operate nonlinear analyses.
목차
Abstract
1. INTRODUCTION
2. ANALYTICAL MODEL FOR REINFORCED CONCRETE BEAM-COLUMN JOINTS
3. SUMMARY OF LABORATORY TESTS
4. COMPARISON OF CYCLIC BEHAVIORS OF BEAM-COLUMN JOINTS FROM ANALYTICAL MODELS AND EXPERIMENTS
5. COMPARISON OF CYCLIC BEHAVIORS OF TWO-STORY TWO-SPAN FRAMES FROM ANALYTICAL MODELS AND EXPERIMENTS
6. CONCLUSIONS
REFERENCES
참고문헌 (21)
참고문헌 신청
Altoonatash, A. (2004) Simulation and Damage Models for Performance Assessment of Reinforced Concrete Beam- Column Joints. Dissertation, Stanford University, Stanford
ASCE/SEI 41-13. (2013) Seismic Evaluation and Retrofit of Existing Buildings. Virginia, USA: American Society of Civil Engineers, p.555.
Federal Emergency Management Agency. (2009) Quantification of Building Seismic Performance Factors, FEMA P695. Prepared by the Applied Technology Council for the Federal Emergency Management Agency, Washington D. C.
Haselton, C.B., Liel, A.B., Taylor Lange, S., and Deierlein, G.G. (2008) Beam-Column Element Model Calibrated for Predicting Flexural Response Leading to Global Collapse of RC Frame Buildings, PEER Report 2007/03, Pacific Earthquake Engineering Research Center, University of California, Berkeley, California.
Ibarra L.F., & Medina R.A., and Krawinkler, H. (2005) Hysteretic Models that Incorporate Strength and Stiffness Deterioration. Earthquake Engineering and Structural Dynamics, 34(12):1489-1511.
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UCI(KEPA) : I410-ECN-0101-2018-540-003161471