Nonlinear Time History Analysis of Long Span Cable-Stayed Bridge Considering Multi-Support Excitation |
Kim, Jin-Il
(성균관대학교 초고층장대교량학과)
Ha, Su-Bok (성균관대학교 초고층장대교량학과) Sung, Dae-Jung (성균관대학교 건설환경시스템공학과) Kim, Mun-Young (성균관대학교 건설환경시스템공학과) Shin, Hyun-Mock (성균관대학교 건설환경시스템공학과) |
1 | Spacone, E., Filippou, F.C., Taucer F.F. (1996) Fiber Beam-Column Model for Non-Linear Analysis of R/C Frames : Part 1. Formulation, Earthquake Engineering and Structural Dynamics, 25, pp.771-725. |
2 | Kim, T.H., Lee, K.M., Yoon, C.Y., Shin, H.M. (2003) Inelastic Behavior and Ductility Capacity of Reinforced Concrete Bridge Piers under Earthquake. 1: Theory and Formulation, Journal of Structural Eng., 129(9), pp.1199-1207. DOI ScienceOn |
3 | Lee, J.S. (1991) Time-Dependent Nonlinear Analysis of Segmentally Erected Cable-Supported Prestressed Concrete Frame Structures, Ph. D. thesis, Univ. of Seoul National. |
4 | Clough, R.W., Penzien, J. (1993) Dynamics of Structures, 2nd Ed., McGraw-Hill, New York, N.Y. |
5 | Taylor, R.L. (2011) A Finite Element Analysis Program, Version 8.3, Feap Users Manual, 1, 2. |
6 | Sun Y., Sakino K. (2000) Earthquake-Resisting Performance of R/C Columns Confined by Square Steel Tubes, Journal of Structural and Construction Engineering, 531, pp.133-140. |
7 | Filippou F.C., Spacone E. (1991) A Fiber Beam- Column Element For Seismic Response Analysis of Reinforced Concrete Structures, Report No. UCB/EERC-91/17, Univ. of California, Berkeley. |
8 | Ghodrati Amiri, Morteza Zahedi, Saleh Jalali (2004) Multiple-Support Seismic Excitation of Tall Guyed Telecommunication Towers, 13th World Conference on Earthquake Engineering, p.212. |
9 | 송요한, 김문영 (2010) 개선된 초기부재력법을 이용한 3차원 사장교의 초기형상해석, 석사학위 논문, Univ. of Sung KyunKwan. |
10 | 조확신, 성대정, 임덕기, 신현목 (2011) 시간의존적 거동을 고려한 PSC 사장교의 비선형 유한요소해석, 한국전산구조공학회 논문집, 24(2), pp.177-184. |
11 | Neuenhfer, A., Filippou, F.C. (1998) Geometrically Nonlinear Flexibility-Based Frame Finite Element, Journal of Structural Eng., 124(6), pp.704-711. DOI ScienceOn |
12 | 권장섭, 백인열, 장승필 (2004) 다중지점 가진 효과를 고려한 부유식 교량의 지진응답 해석, 한국지진공학회 논문집, 8(2), pp.27-33. |
13 | Okamura, H., Maekawa, K., Izumo, J. (1987) RC Plate Element Subjected to Cyclic Loading, Int., Association for Bridge and Structural Eng., Colloquium, 54, pp.575-590. |
14 | Shima, H., Tamai, S. (1987) Tension Stiffness Model under Reversed Loading Including Post Yield Range, Int., Association for Bridge and Structural Eng., Colloquium, 54, pp.547-556. |
15 | Shin, H.M. (1988) Finite Element Analysis of Reinforced Concrete Members Subjected to Reversed Cyclic In-plane Loadings, Ph. D. thesis, Univ. of Tokyo, Japan. |