Incremental dynamic analysis (IDA) applied to seismic risk assessment of bridges - Seismic Risk Analysis and Management of Civil Infrastructure Systems - page 587

Liel A B, Haselton C B and Baker J W (2009), 'Incorporating modelling uncertain-
ties in the assessment of seismic collapse risk of buildings', Structural Safety , 31
(2): 197-211.
Luco N and Bazzurro P (2007), 'Does amplitude scaling of ground motion records
result in biased nonlinear structural drift responses?', Earthquake Eng. Struct.
Dynamics , 36 (13): 1813-1835.
Lupoi A, Franchin P and Schotanus M (2003), 'Seismic risk evaluation of RC bridge
structures', Earthquake Eng. Struct. Dynamics , 32 (8): 1275-1290.
Mackie K R and Stojadinovic B (2003), Seismic Demands for Performance-based
Design of Bridges , PEER-2003/16, Pacifi c Earthquake Engineering Research
Center, University of California, Berkeley, California.
Mander J B, Dhakal R, Mashiko N and Solberg K (2007), 'Incremental dynamic
analysis applied to seismic fi nancial risk assessment of bridges', Eng. Structures ,
29 (10): 2662-2672.
Megally S H, Seible F, Bozorgzadeh A, Restrepo J and Silva P F (2003), 'Response
of sacrifi cial shear keys in bridge abutments to seismic loading', Proceedings of
the FIB Symposium on Concrete Structures in Seismic Regions , May 2003, Athens,
Greece.
Nielson B G and DesRoches R (2007a), 'Seismic fragility methodology for highway
bridges using a component level approach', Earthquake Eng. Struct. Dynamics ,
36 (6): 823-839.
Nielson B G and DesRoches R (2007b), 'Analytical seismic fragility curves for
typical bridges in the central and southeastern United States', Earthquake Spectra ,
23 (3): 615-633.
NRCC (2010), National Building Code of Canada , National Research Council of
Canada, Ottawa, Ontario.
Otani S (1981), 'Hysteresis model of reinforced concrete for earthquake
response analysis', J. Faculty Eng., University of Tokyo, Series B , XXXVI , 11 (2):
407-441.
Padgett J E and DesRoches R (2008), 'Methodology for the development of analyti-
cal fragility curves for retrofi tted bridges', Earthquake Eng. Struct. Dynamics , 37
(8): 1157-1174.
Panagiotakos T B and Fardis M N (2001), 'Deformations of reinforced concrete
members at yielding and ultimate', ACI Structural J. , 98 (2): 135-148.
Priestley M J N, Seible F and Calvi G M (1996), Seismic Design and Retrofi t of
Bridges , John Wiley and Sons: New York.
Priestley M J N, Calvi G M and Kowalsky M J (2007), Direct Displacement Based
Design of Structures , IUSS Press: Pavia, Italy.
Shome N and Cornell C A (1999), Probabilistic Seismic Demand Analysis of
Non-linear Structures , Report No.RMS-35, RMS Program, Stanford University,
Stanford.
Straub D and Der Kiureghian A (2008), 'Improved seismic fragility modeling from
empirical data', Structural Safety , 30 (4): 320-336.
Tehrani P (2012), Seismic behaviour and analysis of continuous reinforced concrete
bridges , Ph.D. thesis, Dept. of Civil Eng., McGill University, Montreal, QC.
Tehrani P and Mitchell D (2012a), 'Effects of column and superstructure stiffness
on the seismic response of bridges in the transverse direction', Canadian J. Civil
Eng. (in press). doi: 10.1139/l2012-032.