Development of fragility curves for RC bridges subjected to reverse and strike-slip seismic sources |
Mosleh, Araliya
(Department of Civil Engineering, Faculty of Engineering, University of Aveiro)
Razzaghi, Mehran S. (Department of Civil Engineering, Qazvin Branch, Islamic Azad University) Jara, Jose (Department of Civil Engineering, Faculty of Engineering, Universidad Michoacana de San Nicolas de Hidalgo) Varum, Humberto (CONSTRUCT-LESE, Department of Civil Engineering, Faculty of Engineering, University of Porto) |
1 | AASHTO (2012), AASHTO LRFD Bridge Design Specifications, American Association of State Highway and Transportation Officials. Washington, D.C., USA. |
2 | Astaneh-Asl, A. (1994), Lessons of the 1990 Manjil-Iran Erathquake, Paper presented at the Tenth world conference Balkema, Rotterdam. |
3 | ATC (1985), Earthquake Damage Evaluation Data for California, Report No. ATC-13. Retrieved from Applied Technology Council. |
4 | Aviram, A., Mackie, K.R. and Stojadinovic, B. (2008), Guidelines for Nonlinear Analysis of Bridge Structures in California, Retrieved from PEER Report 2008/03 Pacific Earthquake Engineering Research Center. |
5 | Avsar, O. (2009), "Fragility based seismic vulnerability assessment of ordinary highway bridges in Turkey", Doctor of Philosophy, Middle East Technical University. |
6 | Avsar, O., Yakut, A. and Caner, A. (2011), "Analytical fragility curves for ordinary highway bridges in Turkey", Earthq. Spectra, 27(4), 971-996. DOI |
7 | Avsar, O. and Yakut, A. (2012), "Seismic vulnerability assessment criteria for RC ordinary highway bridges in Turkey", Struct. Eng. Mech., 43(1), 127-145. DOI |
8 | Baker, J.W. (2005), Vector-valued Ground Motion Intensity Measures for Probabilistic Seismic Demand Analysis, Retrieved from U.S. |
9 | Banerjee, S. and Shinozuka, M. (2007), "Nonlinear static procedure for seismic vulnerability assessment of bridges", Comput.-Aid. Civ. Infrastruct., 22(4), 293-305. DOI |
10 | Basoz, N. and Kiremidjian, A.S. (1997), Evaluation of Bridge Damage Data From the Loma Prieta and Northridge CA Earthquakes, (Report No. MCEER-98-0004). Retrieved from Buffalo, NY: MCEER, University at Buffalo, The State University of New York. |
11 | Bazant, Z.P. and Bhat, P.D. (1976), "Endochronic theory of inelasticity and failure of concrete", J. Eng. Mech. Div., 102(4), 701-722. |
12 | Berberian, M. (1994), "Natural Hazard and the First Earthquake Catalogue of Iran", Historical Hazards in Iran Prior to 1900 (Vol. 1). |
13 | Billah, A. and Shahria Alam, M. (2015), "Seismic fragility assessment of highway bridges: a state-of-the-art review", Struct. Infrastruct. Eng., 11(6), 804-832. DOI |
14 | Billah, A. and Shahria Alam, M. (2016), "Performance-based seismic design of shape memory alloy-reinforced concrete bridge piers. I: Development of performance based damage states", J. Struct. Eng., 04016140. |
15 | Billah, A., Shahria Alam, M. and Bhuiyan, A.R. (2013), "Fragility analysis of retrofitted multi-column bridge bent subjected to near fault and far field ground motion", J. Bridge Eng., ASCE, 18(10), 992-1004. DOI |
16 | Bojorquez, E., Iervolino, I., Reyes-Salazar, A. and Ruiz, S.E. (2012), "Comparing vector-valued intensity measures for fragility analysis of steel frames in case of narrow-band ground motions", Eng. Struct., 45, 472-480. DOI |
17 | Bradley, B.A., Burks, L.S. and Baker, J.W. (2015), "Ground motion selection for simulation-based seismic hazard and structural reliability assessment", Earthq. Eng. Struct. Dyn., 44(13), 2321-2340. DOI |
18 | Buratti, N. and Tavano, M. (2014), "Dynamic buckling and seismic fragility of anchored steel tanks by the added mass method", Earthq. Eng. Struct. Dyn., 43(1), 1-21. DOI |
19 | Caltrans (2013), Seismic Design Criteria Version 1.7. California Department of Transportation, Sacramento, CA. |
20 | Choi, E., DesRoches, R. and Nielson, B. (2004), "Seismic fragility of typical bridges in moderate seismic zones", Eng. Struct., 26(2), 187-199. DOI |
21 | Der Kiureghian, A. (2002), "Bayesian methods for seismic fragility assessment of lifeline components", Eds.,Taylor, C. and VanMarcke, E., Acceptable risk processes: lifelines and natural hazards, ASCE council on disaster reduction and technical council on lifeline earthquake engineering monograph, 21, 61-77. |
22 | Choine, M., Connor, A. and Padgett, J. (2015), "Comparison between the seismic performance of integral and jointed concrete bridges", J. Earthq. Eng., 19(1), 172-191. DOI |
23 | Computers and Structures Inc., CSI. SAP2000 V-14 (2009), "Integrated finite element analysis and design of structures basic analysis reference manual", Berkeley, CA, USA. |
24 | Denton, S. and Tsionis, G. (2012), "The evolution of Eurocodes for bridge design European commission", Joint Research Centre, Institute for the Protection and Security of the Citizen, Luxembourg. |
25 | Dutta, A. and Mander, J.B. (1998), "Seismic Fragility Analysis of Highway Bridges", Tokyo, Japan. |
26 | Ellingwood, B.R., Rosowsky, D.V., Li, Y. and Kim, J.H. (2004), "Fragility assessment of light-frame wood construction subjected to wind and earthquake hazards", J. Struct. Eng., 130(12), 1921-1930. DOI |
27 | Elnashai, A., Borzi, B. and Vlachos, S. (2004), "Deformation-based vulnerability functions for RC bridges", Struct. Eng. Mech., 17(2), 215-244. DOI |
28 | Eshghi, S. and Razzaghi, M.S. (2004), "The behavior of special structures during the Bam earthquake of 26 December 2003", J. Seismol. Earthq. Eng., 5(4), 197-207. |
29 | FEMA (2003), HAZUS-MH MR1: Technical Manual, Vol. Earthquake Model, Washington D.C. Federal Emergency Management Agency. |
30 | FHWA (1995), Seismic Retrofitting Manual for Highway Bridges Publication No.FHWA-RD-94-052, Office of Engineering and Highway Operations R&D, Federal Highway Administration, McLean, VA. |
31 | FHWA (2006), Seismic Retrofitting Manual for Highway Structures Federal Highway Administration: Report No. FHWA-HRT-06-032. |
32 | Frosch, R.J., Kreger, M.E. and Talbott, A.M. (2009), "Earthquake resistance of integral abutment bridges", Retrieved from Publication No. FHWA/IN/JTRP-2008/11, SPR-2867. |
33 | Gehl, P. and Ayala, D.D. (2016), "Development of Bayesian Networks for the multi-hazard fragility assessment of bridge systems", Struct. Safety, 60, 37-46. DOI |
34 | Hedayati Dezfuli, F. and Shahria Alam, M. (2016), "Effect of different steel-reinforced elastomeric isolators on the seismic fragility of a highway bridge", Struct. Control Hlth. Monit., doi: 10.1002/stc.1866. DOI |
35 | Hwang, H., Jernigan, J.B. and Lin, Y.W. (2000), "Evaluation of seismic damage to Memphis bridges and highway systems", J. Bridge Eng., ASCE, 5(4), 322-330. DOI |
36 | Hwang, H., Liu, J. and Chiu, Y. (2001), "Seismic fragility analysis of highway bridges", Center for Earthquake Research and Information The Universityof Memphis, MAEC RR-4 Project. |
37 | Iervolino, L., Giorgio, M., Galasso, C. and Manfredi, G. (2010), "Conditional hazard maps for secondary intensity measures", Bull. Seismol. Soc. Am., 100(6), 3312-3319. DOI |
38 | Lin, Z., Yan, F., Azimi, M., Azarmi, F. and Al-Kaseasbeh, Q. (2015), "A revisit of fatigue performance based welding quality criteria in bridge welding provisions and guidelines", Shaanxi, China. |
39 | Jara, J.M., Jara, M., Hernández, H. and Olmos, B.A. (2013a), "Use of sliding multirotational devices of an irregular bridge in a zone of high seismicity", KSCE J. Civ. Eng., 17(1), 122-132. DOI |
40 | Lin, F., Azarmi, F., Al-Kaseasbeh, Q. and Azimi, M. (2015), "Advanced ultrasonic testing technologies with applications to evaluation of steel bridge welding an overview", Appl. Mech. Mater., 727, 785-789. |
41 | Jara, M., Jara, J.M. and Olmos, B.A. (2013b), "Seismic energy dissipation and local concentration of damage in bridge bents", Struct. Infrastruct. Eng., 9(8), 794-805. DOI |
42 | Jeon, J., Shafieezadeh, A., Lee, D., Choi, E. and DesRoches, R. (2015), "Damage assessment of older highway bridges subjected to three-dimensional ground motions: Characterization of shear-axial force interaction on seismic fragilities", Eng. Struct., 87, 47-57. DOI |
43 | Karim, K.R. and Yamazaki, F. (2003), "A simplified method of constructing fragility curves for highway bridges", Earthq. Eng. Struct. Dyn., 32(10), 1603-1626. DOI |
44 | Kent, D.C. and Park, R. (1971), "Flexural members with confined concrete", J. Struct. Div., 97, 1969-1990. |
45 | Kim, S.H. and Shinozuka, M. (2004), "Development of fragility curves of bridges retrofitted by column jacketing", Prob. Eng. Mech., 19(1), 105-112. DOI |
46 | Loh, C.H., Liao, W.I. and Chai, J.F. (2002), "Effect of near-fault earthquake on bridges: lessons learned from Chi-Chi earthquake", Earthq. Eng. Eng. Vib., 1(1), 86-93. DOI |
47 | Manafpour, A.R. (2008), "Bam Earthquake, Iran: Lessons on The Seismic Behavior of Building Structures", The 14th World Conference on Earthquake Engineering Beijing, China. |
48 | Mistry, V.C. (2005), "Integral Abutment and Jointless Bridges Paper presented at the THE 2005 - FHWA CONFERENCE Integral Abutment and Jointless Bridges (IAJB)", Baltimore, Maryland. |
49 | Mander, J.B., Priestley, M.J.N. and Park, R. (1988), "Observed stress strain behavior of confined concrete", J. Struct. Eng., 114(8), 1827-1849. DOI |
50 | Maroney, B.H. (1995), "Large Scale Abutment Tests to Determine Stiffness and Ultimate Strength Under Seismic Loading", Ph.D. Dissertation, University of California, Davis, CA. |
51 | Mollaioli, F., Lucchini, A., Cheng, Y. and Monti, G. (2013), "Intensity measures for the seismic response prediction of base-isolated buildings", Bull. Earthq. Eng., 11(5), 1841-1866. DOI |
52 | Monti, G. and Nistico, N. (2002), "Simple probability-based assessment of bridges under scenario earthquakes", J. Bridge Eng., 7(2), 104-114. DOI |
53 | Mosleh, A. (2016), "Seismic vulnerability assessment of existing concrete highway Iranian bridges", Doctor of Philosophy, Aveiro University. |
54 | Mosleh, A., Razzaghi, M.S., Jara, J. and Varum, H. (2016a), "Seismic fragility analysis of typical Pre-1990 bridges due to near and far-field ground motions", Int. J. Adv. Struct. Eng., 8(1), 1-9. DOI |
55 | Mosleh, A., Varum, H. and Jara, J. (2015), "A methodology for determining the seismic vulnerability of old concrete highway bridges by using fragility curves", J. Struct. Eng. Geotech., 5(1), 1-7. |
56 | Mosleh, A., Rodrigues, H., Varum, H., Costa, A. and Arede, A. (2016b), "Seismic behavior of RC building structures designed according to current codes", Structures, 7, 1-13. DOI |
57 | Nielson, B.G. (2005), "Analytical fragility curves for highway bridges in moderate seismic zones", Ph.D. Thesis, Atlanta, Georgia. |
58 | Nateghi, F. and Shahsavar, V.L. (2004), "Development of fragility and reliability curves for seismic evaluation of a major prestressed concrete bridge", The 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada. |
59 | Nicknam, A., Mosleh, A. and Hamidi, H. (2011), "Seismic performance evaluation of urban bridge using static nonlinear procedure, case study: hafez bridge", Procedia Eng., 14, 2350-2357. DOI |
60 | Nielson, B.G. and DesRoches, R. (2006), "Seismic fragility methodology for highway bridges using a component level approach", Earthq. Eng. Struct. Dyn., 36(6), 823-839. DOI |
61 | Nielson, B.G. and DesRoches, R. (2007a), "Analytical seismic fragility curves for typical bridges in the Central and Southeastern United States", Earthq. Spectra, 23(3), 615-633. DOI |
62 | Nielson, B.G. and DesRoches, R. (2007b), "Seismic fragility methodology for highway bridges using a component level approach", Earthq. Eng. Struct. Dyn., 36(6), 823-839. DOI |
63 | O'Connor, A. and Enevoldsen, I. (2009), "Probability-based assessment of highway bridges according to the new Danish guideline", Struct. Infrastruct. Eng., 5(2), 157-168. DOI |
64 | Padgett, J.E. and DesRoches, R. (2008), "Methodology for the development of analytical fragility curves for retrofitted bridges", Earthq. Eng. Struct. Dyn., 37(8), 1157-1174. DOI |
65 | Padgett, J.E., Nielson, B.G. and DesRoches, R. (2008), "Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios", Earthq. Eng. Struct. Dyn., 37(5), 711-725. DOI |
66 | Priestley, M.J.N., Seible, F. and Calvi, G.M. (1996), "Seismic design and retrofitting of bridges", New York: John Wiley & Sons. |
67 | Pan, Y., Agrawal, A.K., Ghosn, M. and Alampalli, S. (2010), "Seismic fragility of multi-span simply supported steel highway bridges in New York State. I: Bridge modeling, parametric analysis, and retrofit design", J. Bridge Eng., ASCE, 15(5), 448-461. DOI |
68 | Paraschos, A. and Amde, A.M. (2011), "A Survey on The Status of Use, Problems and Costs Associated with Integral Abutment Bridges", Available: http://www.betterroads.com/integral-abutmentbridges. |
69 | Priestley, M.J.N. and Park, R. (1987), "Strength and ductility of concrete bridge columns under seismic loading", ACI Struct. J., 84(1), 61-76. |
70 | Ramanathan, K., DesRoches, R. and Padgett, J.E. (2010), "Analytical fragility curves for multispan continuous steel girder bridges in moderate seismic zones", Transport. Res. Record, 2202, 173-182. DOI |
71 | Ramanathana, K., Padgettb, J.E. and DesRoches, R. (2015), "Temporal evolution of seismic fragility curves for concrete box-girder bridges in California", Eng. Struct., 97, 29-46. DOI |
72 | Razzaghi, M. and Eshghi, S. (2014), "Probabilistic seismic safety assessment of precode cylindrical oil tanks", J. Perform0 Constr. Facil., ASCE, doi: http://dx.doi.org/10.1061/(ASCE)CF.1943-5509.0000669. DOI |
73 | Rossetto, T. and Elnashai, A.S. (2003), "Derivation of vulnerability functions for European type RC structures based on observational data", Eng. Struct., 25(10), 1241-1263. DOI |
74 | Shamsabadi, A. (2007), "Three-dimensional nonlinear seismic soil-abutment-foundation structure interaction analysis of skewed bridges", Ph.D. Dissertation, University of Southern California, Los Angeles, CA. |
75 | Shinozuka, M., Feng, M.Q., Lee, J. and Naganuma, T. (2000), "Statistical analysis of fragility curves", J. Eng. Mech., 126(12), 1224-1231. DOI |
76 | Shamsabadi, A., Rollins, K.M. and Kapuskar, M. (2007), "Nonlinear soil-abutment-bridge structure interaction for seismic performance-based design", J. Geotech. Geoenviron. Eng., ASCE, 133(6), 707-720. DOI |
77 | Sheikh, M.N. and Tsang, H.H. (2011), "Ductility capacity of existing RC bridge piers in Australia", Incorporating Sustain. Practice Mech. Struct. Mater., 383-388. |
78 | Sheikh, S. and Uzumeri, M. (1980), "Strength and ductility of confined concrete columns", Proceeding, ASCE, 106, 1079-1102. |
79 | Shinozuka, M., Feng, M.Q., Kim, H., Uzawa, T. and Ueda, T. (2001), "Statistical analysis of fragility curves, (Report No. MCEER-03-0002)", Retrieved from MCEER, University at Buffalo. Buffalo, NY: The State University of New York. |
80 | Siqueiraa, G., Sandab, A., Paultre, P. and Padgettc, J. (2014), "Fragility curves for isolated bridges in eastern Canada using experimental results", Eng. Struct., 74(1), 311-324. DOI |
81 | Stewart, P.S., Taciroglu, E., Wallace, J.W., Ahlberg, E.R., Lemnitzer, A., Rha, C. and Tehrani, P.K. (2007), "Full scale cyclic testing of foundation support systems for highway bridges, Part II: Abutment Backwalls", Retrieved from Los Angeles, CA. |
82 | Varum, H., Sousa, R., Delgado, W., Fernandes, C., Costa, A., Jara, J.M. and A lvarez, J.J. (2011), "Comparative structural response of two steel bridges constructed 100 years apart", Struct. Infrastruct. Eng., 7(11), 843-855. DOI |
83 | Venkittaraman, A. (2013), "Seismic resilience of highway bridges", Master of Science, The Pennsylvania State University. |
84 | Wang, Z. and Lee, G.C. (2009), "A comparative study of bridge damage due to the Wenchuan, Northridge, Loma Prieta and San Fernando earthquakes", Earthq. Eng. Eng. Vib., 8(2), 251-261. DOI |
85 | Von Thun, J.L., Rochim, L.H., Scott, G.A. and Wilson, J.A. (1998), "Earthquake ground motions for design and analysis of dams", Earthquake Engineering and Soil Dynamics II Recent Advances in Ground-Motion Evaluation, Geotechnical Special Publication, 20, 463-481. |
86 | Wang, D., Guo, X., Sun, Z., Meng, Q., Yu, D. and Li, X. (2009), "Damage to highway bridges during Wenchuan Earthquake", J. Earthq. Eng. Eng. Vib., 3, 84-94. |
87 | Wang, Q.A., Wu, Z.Y. and Liu, S.K. (2013), "Multi-dimensional fragility methodology for highway bridges under earthquakes", Safety, Reliability, Risk and Life-Cycle Performance of Structures and infrastructures, 1199-1205. |
88 | Yakut, A. and Yilmaz, H. (2008), "Correlation of deformation demands with ground motion intensity", J. Struct. Eng., ASCE, 134(12), 1818-1828. DOI |
89 | Yang, C., Werner, S. and DesRochesa, R. (2015), "Seismic fragility analysis of skewed bridges in the central southeastern United States", Eng. Struct., 83(15), 116-128. DOI |
90 | Yazgan, U. (2015), "Empirical seismic fragility assessment with explicit modeling of spatial ground motion variability", Eng. Struct., 100(1), 479-489. DOI |
91 | Zahrai, S.M. and Heidarzadeh, M. (2007), "Destructive effects of the 2003 Bam earthquake on structures", Asian J. Civ. Eng. (Building and Housing), 8(3), 329-342. |
92 | Zelaschi, C., Monteiro, R. and Pinho, R. (2015), "Improved fragility functions for RC bridge populations", The 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015), Crete Island, Greece. |
93 | Zhu, L., Elwood, K. and Haukaas, T. (2007), "Classification and seismic safety evaluation of existing reinforced concrete columns", J. Struct. Eng., 133(9), 1316-1330. DOI |
94 | Zhang, Y., Conte, J.P., Yang, Z., Elgamal, A., Bielak, J. and Acero, G. (2008), "Two-dimensional nonlinear earthquake response analysis of a bridge-foundation-ground system", Earthq. Spectra, 24(2), 343-386. DOI |