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http://dx.doi.org/10.5000/EESK.2006.10.3.021

Seismic Performance Assessment of Reinforced Concrete Bridge Columns using Nonlinear Finite Element Analysis  

Kim, Tae-Hoon (대우건설 기술연구원)
Shin, Hyun-Mock (성균관대학교 토목환경공학과)
Publication Information
Journal of the Earthquake Engineering Society of Korea / v.10, no.3, 2006 , pp. 21-33 More about this Journal
Abstract
The purpose of this study is to assess the seismic performance of reinforced concrete bridge columns using nonlinear finite element analysis. The accuracy and objectivity of the assessment process may be enhanced by the use of sophisticated nonlinear finite element analysis program. A computer program, named RCAHEST (Reinforced Concrete Analysis in Higher Evaluation System Technology), for the analysis of reinforced concrete structures was used. Damage index aims to provide a means of quantifying numerically the damage in reinforced concrete bridge columns sustained under earthquake loading. The proposed numerical method for the seismic performance assessment of reinforced concrete bridge columns is verified by comparison with reliable experimental results.
Keywords
nonlinear finite element analysis; reinforced concrete bridge columns; seismic performance; damage index;
Citations & Related Records
Times Cited By KSCI : 6  (Citation Analysis)
연도 인용수 순위
1 정영수, 박창규, 이은희, '지진을 경험한 형상비 2.5 RC 교각의 내진 변위 연성도 평가', 한국지진공학회 논문집, 제7권, 3호, 2003, pp. 79-88   DOI
2 이도형, '철근콘크리트 교각의 비선형 지진변형 해석', 대한토목학회 논문집, 제24권, 5A호, 2004, pp. 1083-1091
3 김익현, 이종석, 이윤복, 김원섭, 선창호, '50% 주철근 겹침이음을 갖는 중실 및 중공 사각단면 교각의 거동특성,' 한국지진공학회 논문집, 제7권, 5호, 2003, pp. 25-35
4 손혁수, 이재훈, '지진하중을 받는 철근콘크리트 교각의 연성도 상관관계', 한국지진공학회 논문집, 제7권, 4호, 2003, pp. 51-61   DOI
5 Kim, T. H., Lee, K. M., Yoon, C. Y., and Shin, H. M., 'Inelastic Behavior and Ductility Capacity of Reinforced Concrete Bridge Piers under Earthquake. II: Numerical Validation,' Journal of Structural Engineering, ASCE, Vol. 129, No. 9, 2003, pp. 1208-1219   DOI   ScienceOn
6 김태훈, 신현목, 'Analytical Approach to Evaluate the Inelastic Behaviors of Reinforced Concrete Structures under Seismic Loads', 한국지진공학회 논문집, 제5권, 2호, 2001, pp. 113-124
7 김태훈, '비선형 유한요소해석을 이용한 철근콘크리트 교각의 내진성능평가,' 박사학위논문, 성균관대학교 2003
8 Kim, T. H., Lee, K. M., Chung, Y. S., and Shin, H. M., 'Seismic Damage Assessment of Reinforced Concrete Bridge Columns,' Engineering Structures, Vol. 27, No. 4, 2005, pp. 576-592   DOI   ScienceOn
9 Kim, T. H., Kim, B. S., Chung, Y. S., and Shin, H. M., 'Seismic Performance Assessment of Reinforced Concrete Bridge Piers with Lap Splices,' Engineering Structures, Vol. 28, No. 6, 2006, pp. 935-945   DOI   ScienceOn
10 Federal Emergency Management Agency (FEMA), NEHRP guidelines of the seismic rehabilitation of buildings, FEMA 273, Washington, D. C., 1997
11 Ang, B. G., Priestley, M. J. N., and Pau!ay, T., 'Seismic Shear Strength of Circular Reinforced Concrete Columns,' ACI Journal, Vol. 86, No.1, 1989, pp. 45-59
12 Kawashima, K., Hasegawa, K., Nagashima, H., Koyama, T., and Yoshida, T., 'Seismic Design Method of Reinforced Concrete Bridge Piers Based on Dynamic Strength and Ductility,' Report of Public Works Research Institute, Ministry of Construction, Vol. 190, 1993 (in Japanese)
13 Ishibashi, T., and Yoshino, S., 'Study on Deformation Capacity of Reinforced Concrete Bridge Piers under Earthquake,' Journal of JSCE, No. 390. V-8, 1988, pp. 57-66 (in Japanese)
14 Kawashima, K., Hoshikuma, J., and Unjoh, S., 'A Seismic Evaluation Method for Reinforced Concrete Bridge Piers with Inadequate Anchoring Length at Termination of Main Reinforcements,' Journal of JSCE, No. 525. 1-33, 1995, pp. 83-95 (in Japanese)
15 김태훈, 신현목, '비탄성 유한요소해석을 이용한 주철근 단락을 갖는 철근콘크리트 교각의 손상지수 평가', 한국지진공학회 논문집, 제5권, 4호, 2001, pp. 39-49
16 Kim, T. H., Lee, K. M., Yoon, C. Y., and Shin, H. M., 'Inelastic Behavior and Ductility Capacity of Reinforced Concrete Bridge Piers under Earthquake. I: Theory and Formulation,' Journal of Structural Engineering, ASCE, Vol. 129, No. 9, 2003, pp. 1199-1207   DOI   ScienceOn
17 Sakai, J., and Kawashima, K., 'Effect of Varying Axial Loads Including a Constant Tension on Seismic Performance of Reinforced Concrete Bridge Piers,' Journal of Structural Engineering, JSCE, 48A, 2002, pp. 735-746
18 Mander, J. B., Panthaki, F. D., and Kasalanati, K., 'Low-Cycle Fatigue Behavior of Reinforcing Steel,' Journal of Materials in Civil Engineering, ASCE, Vol. 6, No.4, 1994, pp. 453-468   DOI   ScienceOn
19 김태훈, 최정호, 신현목, '적충고무받침을 사용한 철근콘크리트 교각의 내진성능평가', 한국지진공학회 논문집, 제8권, 2호, 2004, pp. 63-72
20 Chung, Y. S., and Park, J. H., 'Seismic Performance Evaluation of RC Bridge Piers with Limited Ductility by Pseudo Dynamic Test,' KEERC-MAE Joint Seminar on Risk Mitigation for Regions of Moderate Seismicity, University of Illinois at Urbana-Champaign, 2001, pp. 158-168
21 Kakuta, Y., Okamura, H., and Kohno, M., 'New Concepts for Concrete Fatigue Design Procedures in Japan,' IABSE Colloquium on Fatigue of Steel and Concrete Structures, Lausanne, 1982, pp. 51-58
22 Applied Technology Council (ATC), Seismic Evaluation and Retrofit of Concrete Buildings, ATC-40 Report, Redwood City, California, 1996
23 김태훈, 유영화, 신현목, '지진하중을 받는 철근콘크리트 교각의 비탄성 거동 및 연성능력에 관한 해석적 연구', 한국지진공학회 논문집, 제4권, 4호, 2000, pp. 37-51
24 Lehman, D., Moehle, J., Mahin, S., Calderone, A., and Henry, L., 'Experimental Evaluation of the Seismic Performance of Reinforced Concrete Bridge Columns,' Journal of Structural Engineering, ASCE, Vol. 130, No.6, 2004, pp. 869-879   DOI   ScienceOn
25 김태훈, 정영수, 신현목, '비탄성 유한요소해석을 이용한 철근콘크리트 교각의 내진성능 평가', 한국지진공학회 논문집, 제9권, 5호, 2005, pp. 63-74   과학기술학회마을   DOI
26 김태훈, 김운학, 신현목, '변동 축하중을 받는 철근콘크리트 교각의 내진성능평가', 한국지진공학회 논문집, 제7권, 2호, 2003, pp. 67-73
27 김병석, 김영진, 정연주, 강재윤, 박성용, 곽임종, 조정래, 조창백, '교각 내진성능 평가 및 교량 비선형 내진해석프로그램 개발', 한국건설기술연구원 연구보고서, 2001
28 Kawashima, K., and Shoji, G., 'Cyclic and Hybrid Loading Tests for Reinforced Concrete Columns Supported by High Damping Rubber Bearings,' Proc. 3rd Regional Symposium on Infrastructure Development in Civil Engineering, Tokyo Institute of Technology, Tokyo, Japan, 2000, pp. 163-172
29 김태훈, 박현용, 김병석, 신현목, '철근의 겹침이음을 고려한 철근콘크리트 교각의 내진 성능평가', 한국지진공학회 논문집, 제7권, 3호, 2003, pp. 31-38
30 Taylor, R. L., FEAP - A Finite Element Analysis Program, Version 7.2, Users Manual, Volume 1 and Volume 2, 2000