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Developing of Fragility Curve for Two-Span Simply Supported Concrete Bridge in Near-Fault Area
Abstract:Bridges are one of the main components of transportation networks. They should be functional before and after earthquake for emergency services. Therefore we need to assess seismic performance of bridges under different seismic loadings. Fragility curve is one of the popular tools in seismic evaluations. The fragility curves are conditional probability statements, which give the probability of a bridge reaching or exceeding a particular damage level for a given intensity level. In this study, the seismic performance of a two-span simply supported concrete bridge is assessed. Due to usual lack of empirical data, the analytical fragility curve was developed by results of the dynamic analysis of bridge subjected to the different time histories in near-fault area.
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1334115Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 2577
 Basoz, N.I., Kiremidjian, A.S., King, S.A., Law, K.H., "Statistical Analysis of Bridge Damage Data from the 1994 Northridge, CA earthquake," Earthquake Spectra, EERI;15(1):25-53, 1999 .
 Choi, E., DesRoches, R., Nielson, B., "Seismic Fragility of Typical Bridges in Moderate Seismic Zones," Engineering Structures, 26, 187-199, 2004.
 Computer and Structures, SAP2000N v.14 User manual, 2009.
 Dicleli, M., Bruneau, M., "Quantitative Approach to Rapid Seismic Evaluation of Slab-on-Girder Steel Highway Bridges," ASCE, Journal of Structural Engineering, Vol. 122, No. 10, pp. 1160-1168, 1996.
 FHWA (1995b). "Seismic Retrofitting Manual for Highway Bridges," Vol. FHWA-RD-94-052. Office of Engineering and Highway Operations R&D, Federal Highway Administration, McLean, VA, 1995.
 Hazus. "Earthquake loss Estimation Methodology. Technical Manual," National Institute of Building for the Federal Emergency Management Agency, Washington (DC), 1997.
 Hwang, H., Liu, J., Chiu Y., "Seismic Fragility Analysis of highway bridges," Center for Earthquake Research and Information, The University of Memphis, Memphis (TN), 38152, 2001.
 Mander, J.B., Basoz, N., "Seismic Fragility Curve Theory for Highway Bridges," Technical Council on Lifeline Earthquake Engineering Monograph, ASCE, New York, vol. 16, P.31-40, 1999.
 Moridani, K.K., Kalantari, A., "Influence of The Abutment Modeling on The Fragility Curves of The Three Span Concrete Continues Bridge," 1th International Conference on Concrete Technology, Tabriz, Iran, November 2009.
 Nateghi, F., Shahsavar, V.L., "Development of Fragility and Reliability Curves for Seismic Evaluation of a Major Pre-stressed Concrete Bridge," 13th World Conference on Earthquake Engineering, Vancouver, B.C. Canada, 2004.
 Nielson, B.G., "Analytical Fragility Curves for Highway Bridges in Moderate Seismic Zones," Ph.D Thesis, School of Civil and Environmental Engineering Georgia Institute of Technology December, 2005.
 Park, Y.J., Ang, A.H.S., "Mechanistic seismic damage model for Reinforced Concrete. Journal of Structural Engineering," ASCE; 111(4):722-39, 1985.
 PEER Strong Motion Database, http://peer.berkeley.edu/smcat
 Saxena, V., Deodatis, G., Shinozuka, M., Feng, M.Q., "Development of Fragility Curves for Multi-Span Reinforced Concrete Bridges," Proceedings of International Conference on Monte Carlo Simulation, Monte-Carlo, Monaco, 2000.
 Shirazian, S., "Seismic vulnerability analysis of bridges, using fragility curves," Msc Thesis, university of Mohaghegh Ardabili, 2010.