1 |
Nielson, B.G. and DesRoches, R. (2007), "Analytical seismic fragility curves for typical bridges in the central and southeastern united states", Earthq. Spectra, 23(3), 615-633.
DOI
ScienceOn
|
2 |
AASHTO (2010), LRFD Bridge Design Specifications, American Association of State Highway and Transportation Officials, 5th Ed., Washington D.C.
|
3 |
Avsar, O., Yakut, A. and Caner, A. (2011), "Analytical fragility curves for ordinary highway bridges in Turkey", Earthq. Spectra, 27(4), 971-996.
DOI
ScienceOn
|
4 |
Avsar, O. (2009), "Fragility based seismic vulnerability assessment of ordinary highway bridges in Turkey', PhD. Thesis, Middle East Technical University, Ankara.
|
5 |
Aydan, O., Kumsar, H. and Toprak, S. (2009), "The 2009 L'Aquila earthquake (Italy): Its characteristics and implications for earthquake science and earthquake engineering", J. Earth Sci. Appl. Res. Centr. Hacettepe Univ., 30(3), 235-257.
|
6 |
Banerjee, S. and Shinozuka, M. (2007), "Nonlinear static procedure for seismic vulnerability assessment of bridges", Comput.-Aided Civ. Infrastr. Eng., 22, 293-305.
DOI
ScienceOn
|
7 |
Basoz, N. and Mander, J. (1999), "Enhancement of the highway transportation lifeline module in HAZUS", National Institute of Building Sciences.
|
8 |
Bruneau, M., Mander, J.B., Mitchell, W.A., Papageorgiou, A., Scawthorn, C., Sigaher, N. and Taddeo, L. (1999), "MCEER Response: Preliminary Reports from the Kocaeli (Izmit) Earthquake of August 17, 1999", Publication No. MCEER-99-SP02, Multidisciplinary Center for Earthquake Engineering Research, State University of New York, Buffalo, NY.
|
9 |
California Department of Transportation (CALTRANS) (2006), Seismic Design Criteria, Version 1.4, Sacramento, CA.
|
10 |
Erduran, E. and Yakut, A. (2004), "Drift based damage functions for reinforced concrete columns", Comput. Struct., 82, 121-130.
DOI
ScienceOn
|
11 |
European Committee for Standardization, Eurocode 8 (2005), Design of Structures for Earthquake Resistance Part 3: Assessment and Retrofitting of Buildings, European Standard EN 1998-3:2005, Brussels.
|
12 |
Federal Highway Administration (FHWA) (1995), Seismic Retrofitting Manual for Highway Bridges, Report No. FHWA-RD-94-052, McLean, VA.
|
13 |
FEMA. (2003), HAZUS-MH MR1: Technical Manual, Vol. Earthquake Model, Federal Emergency Management Agency, Washington DC.
|
14 |
Hwang, H., Liu, J.B. and Chiu, Y.H. (2001), Seismic Fragility Analysis of Highway Bridges, Report No. MAEC RR-4, Center for Earthquake Research Information.
|
15 |
Kawashima, K. (2002), "Damage of bridges resulting from fault rupture in the 1999 Kocaeli and Duzce, Turkey Earthquakes and the 1999 Chi-Chi, Taiwan Earthquake", Struct. Eng./Earthq.e Eng., JSCE, (Special Issue), 19(2), 179-197.
|
16 |
Kent, D.C. and Park, R. (1971), "Flexural members with confined concrete", J. Struct. Div., 97(7), 1969-1990.
|
17 |
Kowalsky, M. J. (2000). "Deformation limit states for circular reinforced concrete bridge columns", J. Struct. Eng.-ASCE, 126(8), 869-878.
DOI
ScienceOn
|
18 |
Liao, W.I. and Loh, C.H. (2004), "Preliminary study on the fragility curves for highway bridges in Taiwan", J. Chin. Inst. Eng., 27(3), 367-375.
DOI
|
19 |
Lin, C.C.J., Hung, H.H., Liu, K.Y. and Chai, J.F. (2010), "Reconnaissance observation on bridge damage caused by the 2008 Wenchuan (China) earthquake", Earthq. Spectra, 26(4), 1057-1083.
DOI
ScienceOn
|
20 |
Olmos, B.A. and Roesset, J.M. (2010), "Effects of the nonlinear behavior of lead-rubber bearings on the seismic response of bridges", Earthq. Struct., 1(2), 215-230
DOI
|
21 |
OpenSees (2009), Open System for Earthquake Engineering Simulation, Version 2.1.0, Pacific Earthquake Engineering Research Center, http://opensees.berkeley.edu
|
22 |
Padgett, J.E. and DesRoches, R. (2009), "Retrofitted bridge fragility analysis for typical classes of multispan bridges", Earthq. Spectra, 25(1), 117-141.
DOI
ScienceOn
|
23 |
Pamuk, A., Kalkan, E. and Ling, H.I. (2005), "Structural and geotechnical impacts of surface rupture on highway structures during recent earthquakes in Turkey", Soil Dyn. Earthq. Eng., 25, 581-589.
DOI
ScienceOn
|
24 |
Priestley, M.J.N., Seible, F. and Calvi, G.M. (1996), Seismic Design and Retrofit of Bridges, John Wiley & Sons, Inc., New York, NY.
|
25 |
Priestley, M.J.N., Calvi, G.M. and Kowalsky, M.J. (2007), Displacement-based Seismic Design of Structures, IUSS Press, Pavia, Italy.
|
26 |
Scott, B.D., Park, R. and Priestley, M.J.N. (1982), "Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates", ACI Struct. J., 79(1), 13-27.
|
27 |
Tubaldi, E., Barbato, M. and Dall'Asta, A. (2010), "Transverse seismic response of continuous steel concrete composite bridges exhibiting dual load path", Earthq. Struct., 1(1), 21-41.
DOI
|
28 |
Turkish Earthquake Code (TEC) (2007), Specification for Structures to be Built in Disaster Areas, Ministry of Public Works and Settlement Government of Republic of Turkey.
|
29 |
Wang, C.J. (2007), "Failure study ofa bridge subjected to pounding and sliding under severe ground motions", Int. J. Impact Eng., 34(2), 216-231.
DOI
ScienceOn
|