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Effect of R, µ and T on the Fragility Curves for Two Spans Reinforced Concrete Highway Bridges Cover

Effect of R, µ and T on the Fragility Curves for Two Spans Reinforced Concrete Highway Bridges

By: F. Karimi,  A. Ranjbaran and  P. Amirian  
Open Access
|Dec 2019

References

  1. Alwin, D.F., and Hauser, R.M., 1975. The decomposition of effects in path analysis. American sociological review, pp. 37-47.10.2307/2094445
  2. Baker, J. W., and Allin Cornell, C., 2005. A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon. Earthquake Engineering & Structural Dynamics, 34(10), pp. 1193-1217.10.1002/eqe.474
  3. Bentler, P. M. 1990. Comparative fit indexes in structural models. Psychological bulletin, 107(2), 238.10.1037/0033-2909.107.2.238
  4. Berry, M., Parrish, M., and Eberhard, M., 2004. PEER Structural Performance Database, User’s Manual (Version 1.0). University of California, Berkeley.
  5. Browne, M. W., and Cudeck, R. 1993. Alternative ways of assessing model fit. Sage focus editions, 154, pp. 136-136.
  6. Celik, OC., and Ellingwood, BR., 2010. Seismic fragilities for non-ductile reinforced concrete frames–Role of aleatoric and epistemic uncertainties. Structural Safety, 32, pp. 1-1210.1016/j.strusafe.2009.04.003
  7. Choi, E., DesRoches, R., and Nielson, B., 2004. Seismic fragility of typical bridges in moderate seismic zones. Engineering Structures, 26, pp. 187-199.10.1016/j.engstruct.2003.09.006
  8. Cornell, CA. and Krawinkler, H., 2000. Progress and challenges in seismic performance assessment. PEER center news, 3, pp. 1-3.
  9. DesRoches, R., Padgett, J., Ramanathan, K. and Dukes, J. 2012. Feasibility studies for improving Caltrans bridge fragility relationships No. CA12-1775.
  10. Jeong, S-H., and Elnashai, AS., 2007. Probabilistic fragility analysis parameterized by fundamental response quantities. Engineering Structures, 29, pp. 1238-1251.10.1016/j.engstruct.2006.06.026
  11. Kennedy, R. P., and Ravindra, M. K., 1984. Seismic fragilities for nuclear power plant risk studies. Nuclear Engineering and Design, 79(1), pp. 47-68.10.1016/0029-5493(84)90188-2
  12. Kircher, C. A., Whitman, R. V. and Holmes, W. T., 2006. HAZUS earthquake loss estimation methods. Natural Hazards Review, 7(2), pp. 45-59.10.1061/(ASCE)1527-6988(2006)7:2(45)
  13. Land, K. C. 1969. Principles of path analysis. Sociological methodology, 1: 3-37.10.2307/270879
  14. Luco N., and Cornell, CA., 2007. Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions. Earthquake Spectra, 23, pp. 357-392.10.1193/1.2723158
  15. Mackie, K., and Stojadinovic, B., 2004. Improving probabilistic seismic demand models through refined intensity measures. In: Proc. 13th World Conf. Earthquake Eng. Int. Assoc. for Earthquake Eng. Japan, August 2004.
  16. Mackie, KR., and Stojadinovic, B., 2005. Fragility basis for California highway overpass bridge seismic decision making. Pacific Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley.
  17. Kadysiewski, S. and Mosalam, K.M., 2009. Modeling of unreinforced masonry infill walls considering in-plane and outof-plane interaction (Vol. 70). Berkeley, California, USA: Pacific Earthquake Engineering Research Center.
  18. McKay, MD., Beckman, RJ. and Conover, WJ., 2000. A comparison of three methods for selecting values of input variables in the analysis of output from a computer code. Technometrics, 42, pp. 55-61.10.1080/00401706.2000.10485979
  19. Megally, S., Veletzos, MJ., Burnell, K., Restrepo, JI. and Seible, F., 2009. Seismic performance of precast concrete segmental bridges: Summary of experimental research on segment-to-segment joints. PCI journal, 54(2).10.15554/pcij.03012009.116.142
  20. Nielson, B. G., 2005. Analytical fragility curves for highway bridges in moderate seismic zones. PhD Thesis., Georgia Institute of Technology,
  21. Padgett, JE., Nielson, BG. and DesRoches, R. 2008. Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios. Earthquake Engineering & Structural Dynamics, 37, pp. 711-725.10.1002/eqe.782
  22. Pedhazur, E. J., and Pedhazur Schmelkin, L. 1991. Exploratory factor analysis. Measurement, design and analysis: An integrated approach, pp. 590-630.
  23. Priestley, MN, Seible, F., and Calvi, GM., 1996. Seismic design and retrofit of bridges. John Wiley & Sons.10.1002/9780470172858
  24. Ramanathan, K., DesRoches, R., and Padgett, J., 2010. Analytical fragility curves for multispan continuous steel girder bridges in moderate seismic zones. Transportation Research Record: Journal of the Transportation Research Board, pp. 173-182.10.3141/2202-21
  25. Ramanathan, K., Padgett, JE., and DesRoches, R., 2015. Temporal evolution of seismic fragility curves for concrete box-girder bridges in California. Engineering Structures, 97, pp. 29-46.10.1016/j.engstruct.2015.03.069
  26. Scharge, L., 1981. Anchoring of bearings by friction, joint sealing and bearing systems for concrete structures. In: World congress on joints and bearings (Vol. 1).
  27. Shamsabadi, A., Yan, L. 2008. Closed-form force-displacement backbone curves for bridge abutment-backfill systems. In: Geotechnical Earthquake. Engineering and Soil Dynamics, IV: pp. 1-10.10.1061/40975(318)159
  28. Shome, N., 1999. Probabilistic seismic demand analysis of nonlinear structures. Stanford University.
  29. Singhal, A., and Kiremidjian, A. S., 1996. Method for probabilistic evaluation of seismic structural damage. Journal of Structural Engineering, 122(12), pp. 1459-1467.10.1061/(ASCE)0733-9445(1996)122:12(1459)
  30. Straub, D., and Der Kiureghian, A., 2008. Improved seismic fragility modeling from empirical data. Structural safety, 30(4): pp. 320-336.10.1016/j.strusafe.2007.05.004
  31. Wright, S., 1921. Correlation and causation. Journal of agricultural research, 20(7), pp. 557-585.
Language: English
Page range: 145 - 154
Submitted on: Jul 11, 2019
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Accepted on: Aug 31, 2019
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Published on: Dec 21, 2019
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2019 F. Karimi, A. Ranjbaran, P. Amirian, published by University of Oradea, Civil Engineering and Architecture Faculty
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.