A Multi-Hazard Framework for Optimum Life-Cycle Cost Design of Reinforced Concrete Bridges - Structural Seismic Design Optimization and Earthquake Engineering - page 102

REFERENCES California Department of Transportation. (2008).

Caltrans contract cost data . Sacramento, CA:
Author.

American Concrete Institute. (2008). ACI-318:
Building code requirements for structural concrete
and commentary . ACI.

Chang, S., & Shinozuka, M. (1996). Life cycle cost
analysis with natural hazard risk. Journal of In-
frastructure Systems , 2 (3), 118-126. doi:10.1061/
(ASCE)1076-0342(1996)2:3(118)

Andrade, C., Alonso, C., Garcia, D., & Rodriguez,
J. (1991). Remaining life time of reinforced con-
crete structures: effect of corrosion in mechanical
properties of the steel, life prediction of corrodible
structures. Proceedings of the International Sym-
posium of the National Association of Corrosion
Engineers , 12/1-12/11, Cambridge, U. K.

Choi, E., DesRoches, R., & Nielson, B. (2004).
Seismic fragility of typical bridges in moder-
ate seismic zones. Journal of Engineering
Structures , 26 (2), 187-199. doi:10.1016/j.eng-
struct.2003.09.006

Andrade, C., Alonso, C., & Molina, F. J. (1993).
Cover cracking as a function of rebar corrosion:
Part I: Experimental test. Materials and Structures ,
26 (3), 345-353.

Du, Y. G., Clark, L. A., & Chan, A. H. C. (2005a).
Residual capacity of corroded reinforcing bars.
Magazine of Concrete Research , 57 (3), 135-147.
doi:10.1680/macr.2005.57.3.135

Applied Technology Council. (1985). ATC-13:
Earthquake damage evaluation data for Califor-
nia . Redwood City, CA: ATC.

Du, Y. G., Clark, L. A., & Chan, A. H. C. (2005b).
Effect of corrosion on ductility of reinforcing bars.
Magazine of Concrete Research , 57 (7), 407-419.
doi:10.1680/macr.2005.57.7.407

Bamforth, P. B., & Price, W. F. (1996). An inter-
national review of chloride ingress into structural
concrete. Rep. No. 1303/96/9092 . Middlesex, UK:
Taywood Engineering Ltd., Technology Division.

El Maaddawy, T., & Soudki, K. (2007). A model
for prediction of time from corrosion initiation to
corrosion cracking. Journal of Cement and Con-
crete Composites , 29 (3), 168-175. doi:10.1016/j.
cemconcomp.2006.11.004

Basoz, N., & Kiremidjian, A. (1999). Development
of empirical fragility curves for bridges. Proceed-
ings of 5th US Conference on Lifeline Earthquake
Engineering , ASCE, New York, USA.

Glass, G. K., & Buenfeld, N. R. (2000). The influ-
ence of chloride binding on the chloride induced
corrosion risk in reinforced concrete. Corrosion
Science , 42 (2), 329-344. doi:10.1016/S0010-
938X(99)00083-9

Bazant, Z. P., & Najjar, L. J. (1972). Nonlinear
water diffusion in unsaturated concrete. [Paris,
France.]. Materials and Structures , 5 (25), 3-20.

Bertolini, L. (2008). Steel corrosion and service
life of reinforced concrete structures. Structure
and Infrastructure Engineering , 4 (2), 123-137.
doi:10.1080/15732470601155490

HAZUS-MH/MR3. (2007). FEMA's software
program for estimating potential losses from
disasters.

Hwang, H., Liu, J. B., & Chiu, Y.-H. (2001).
Seismic fragility analysis of highway bridges .
Tennessee, USA: Center of Earthquake Research
and Information, The University of Memphis.

California Department of Transportation. (2006).
Caltrans seismic design criteria . Sacramento,
CA: Author.