Structural Engineering and Mechanics

  • 제39권3호
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  • Pages.411-425
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  • 2011
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Analytical fragility curves for typical Algerian reinforced concrete bridge piers

  • 투고 : 2010.08.19
  • 심사 : 2011.04.22
  • 발행 : 2011.08.10
⟨ 이전 논문 다음 논문 ⟩

초록

This paper illustrates the results of a seismic vulnerability study aimed to derive the fragility curves for typical Algerian reinforced concrete bridge piers using an analytical approach. Fragility curves express the probability of exceeding a certain damage state for a given ground motion intensity (e.g., PGA). In this respect, a set of 41 worldwide accelerometer records from which, 21 Algerian strong motion records are included, have been used in a non-linear dynamic response analyses to assess the damage indices expressed in terms of the bridge displacement ductility, the ultimate ductility, the cyclic loading factor and the cumulative energy ductility. Combining the damage indices defined for 5 damage rank with the ground motion indices, the fragility curves for the bridge piers were derived assuming a lognormal distribution.

키워드

참고문헌

  1. Bentz, E.C. and Collins, M.P. (2000), Response-2000, Software Program for Load-Deformation Response of Reinforced Concrete Section, http://www.ecf.utoronto.ca
  2. Charney, F.A. (1998), "NONLIN - Nonlinear dynamic time history analysis of single degree of freedom systems", Federal Emergency Management Agency Training Center, Emmitsburg, Maryland, Advanced Structural Concepts, Golden, CO and Schnabel Engineernig, Denver, Co.
  3. Choi, E., DesRoches, R. and Nielson, B. (2004), "Seismic fragility of typical bridges in moderate seismic zones", Eng. Struct., 26, 187-199. https://doi.org/10.1016/j.engstruct.2003.09.006
  4. Curtis, L.E. (2004), Zemmouri- ALGERIA: $M_{W}$ 6.8 earthquake of May 21, 2003, Edited by Curtis L. Edwards. Monograph / Technical Council on Lifeline Earthquake Engineering-ASCE; No.27, August 2004. ISBN 0- 7844-0746-0. QE536.2.A4Z46-2004.
  5. Ghobarah, A., Aly, N.M. and El-Attar, M. (1997), "Performance level criteria and evaluation", Proceedings of the International Workshop on Seismic Design Methodologies for the Next Generation of Codes, Balkema: Rotterdam, 207-215.
  6. Hwang, H., Jing, B.L. and Chiu, Y. (2001), Seismic Fragility Analysis of Highway Bridges, Ref. No. MAEC RR-4, Center for Earthquake Research Information, Memphis.
  7. Karim, K.R. and Yamazaki, F. (2001), "Effect of earthquake ground motions on fragility curves of highway bridge piers based on numerical simulation", Earthq. Eng. Struct. D., 30, 1839-1856. https://doi.org/10.1002/eqe.97
  8. Kurian, S.A., Deb, S.K. and Dutta, A. (2006), "Seismic vulnerability assessment of a railway overbridge using fragility curves", Proceedings of 4th International Conference on Earthquake Engineering, Taipei, Taiwan.
  9. Mander, J.B. and Basoz, N. (1999), "Seismic fragility curves theory for highway bridges", Proceedings of 5th U.S. Conference of Lifeline Earthquake Engineering, ASCE, 31-40.
  10. Moschonas, I.F., Kappos, A.J., Panetsos, P., Papadopoulos, V., Makarios, T. and Thanopoulos, P. (2009), "Seismic fragility curves for greek bridges: methodology and case studies", Bull. Earthq. Eng., 7, 439-468. https://doi.org/10.1007/s10518-008-9077-2
  11. Nielson, B. and DesRoches, R. (2007), "Analytical seismic fragility curves for typical bridges in the central and south eastern United States", Earthq. Spectra, 3(23), 615-633.
  12. Padgett, J.E. and DesRoches, R. (2008), "Methodology for the development of analytical curves for retrofitted bridges", Earthq. Eng. Struct. D., 37, 1157-1174. https://doi.org/10.1002/eqe.801
  13. Park, Y.J. and Ang, A.H.S. (1985), "Seismic damage analysis of reinforced concrete buildings", J. Struct. Eng.-ASCE, 111(4), 740-757. https://doi.org/10.1061/(ASCE)0733-9445(1985)111:4(740)
  14. Priestley, M.J.N., Seible, F. and Calvi, G.M. (1996), Seismic Design and Retrofit of Bridges, John Wiley & Sons Inc, New York.
  15. RPOA 2008 - Regles Parasismiques Applicables au Domaine des Ouvrages d'Art. Document Technique Reglementaire, Ministere des Travaux Publics, Alger, Algeria.
  16. Seongkwan, M.L., Tschangho J.K. and Seung, L.K. (2007), "Development of fragility curves for bridges in Korea", KSCE J. Civil Eng., 3(11), 165-174.

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