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Cornell C A, Jalayer F, Hamburger R O and Foutch D A (2002), 'The probabilistic
basis for the 2000 SAC/FEMA steel moment frame guidelines', ASCE J. Struct.
Eng. , 128 (4), 526-533.
CSA (2010), CAN/CSA-S6-10 Canadian Highway Bridge Design Code (CHBDC)
and commentary , Canadian Standards Association (CSA), Mississauga, Ontario.
Dhakal R P and Mander J B (2006), 'Financial risk assessment methodology for
natural hazards', Bull. N. Z. Soc. Earthquake Eng. , 39 (2): 91-105.
Dutta A and Mander J B (1998), 'Seismic fragility analysis of highway bridges',
Proceedings of the INCEDE-MCEER Center-to-Center Workshop on Earthquake
Engineering Frontiers in Transportation Systems , Tokyo, Japan, 311-325.
Ellingwood B R and Kursat Kinali K (2009), 'Quantifying and communicating
uncertainty in seismic risk assessment', Structural Safety , 31 (2): 179-187.
Elwood K (2004), 'Modeling failures in existing reinforced concrete columns', Cana-
dian J. Civil Eng. , 31 : 846-859.
Fardis M N and Biskinis D E (2003), 'Deformation capacity of RC Members, as
controlled by fl exure or shear', Otani Symposium , 511-530.
Gardoni P, Mosalam K and Der Kiureghian A (2003), 'Probabilistic seismic demand
models and fragility estimates for RC bridges', J. Earthquake Eng. , 7 (1): 79-106.
Goda K and Atkinson G M (2009), 'Probabilistic characterization of spatially-cor-
related response spectra for earthquakes in Japan', Bull. Seism. Soc. Am. , 99 (5):
3003-3020.
Goda, K and Atkinson G M (2011), 'Seismic performance of wood-frame houses
in south-western British Columbia', Earthquake Eng. Struct. Dynamics , 40 (8):
903-924.
Haselton C B and Baker J W (2006), 'Ground motion intensity measures for collapse
capacity prediction: choice of optimal spectral period and effect of spectral
shape', 8th National Conference on Earthquake Engineering , San Francisco,
California.
Haselton C B and Deierlein G G (2007), Assessing Seismic Collapse Safety of
Modern Reinforced Concrete Moment-frame Buildings , PEER Report 2007/08,
Pacifi c Eng. Research Center, Univ. of Calif., Berkeley,California.
Haselton C B, Baker J W, Liel A B and Deierlein G G (2011), 'Accounting for
ground-motion spectral shape characteristics in structural collapse assessment
through an adjustment for epsilon', ASCE J. Struct. Eng. , 137 (3): 332.
Haselton C, Liel A, Lange, S T and Deierlein, G G (2007), Beam- Column Element
Model Calibrated for Predicting Flexural Response Leading to Global Collapse of
RC Frame Buildings , Pacifi c Earthquake Engineering Research Center 2007/03,
University of California, Berkeley, California.
Ibarra L F, Medina R A and Krawinkler H (2005), 'Hysteretic models that incorpo-
rate strength and stiffness deterioration', Earthquake Eng. Struct. Dynamics , 34
(11): 1489-1511.
Jalayer F and Cornell C A (2003), A Technical Framework for Probability-based
Demand and Capacity Factor (DCFD) Seismic Formats , PEER-2003/08, Pacifi c
Earthquake Engineering Research Center, University of California - Berkeley,
Berkeley, California.
Karim K R and Yamazaki F (2003), 'A simplifi ed method of constructing fragility
curves for highway bridges', Earthquake Eng. and Struct. Dynamics , 32 (10):
1603-1626.
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