Bayesian statistical framework to construct probabilistic models for the elastic modulus of concrete

Journal of Materials in Civil Engineering

Volumn 19, Issue 10, 2007, Pages 898-905

  Gardoni, Paolo ^a   Nemati, Kamran M ^b,c   Noguchi, Takafumi ^b  

^a Department of Electrical and Computer Engineering   (United States)

^b UNIVERSITY OF TOKYO   (Japan)

^c University of Washington   (United States)

Author keywords

Aggregates; Bayesian analysis; Elasticity; High strength concrete; Uncertainty principles

Indexed keywords

AGGREGATES; ELASTIC MODULI; ELASTICITY; MATHEMATICAL MODELS; PROBABILITY; STATISTICAL METHODS;

BAYESIAN ANALYSIS; HIGH STRENGTH CONCRETE; UNCERTAINTY PRINCIPLES;

CONCRETES;

AGGREGATE; BAYESIAN ANALYSIS; CONCRETE; ELASTIC MODULUS; EXPERIMENTAL STUDY; GEOSTATISTICS; LIMESTONE; NUMERICAL MODEL; PROBABILITY; QUARTZ;

EID: 34648854452     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2007)19:10(898)     Document Type: Article

References (15)

1. American Concrete Institute (ACI). (1992). ACI manual of concrete practice: Parts 1-5, ACI, Detroit.
2. Ang, A. H.-S., and Tang, W. H. (2006). Probability concepts in engineering, Wiley, Hoboken, N.J.
3. Bedford, T., and Cooke, R. (2001). Probabilistic risk analysis: Foundations and methods, Cambridge University Press, Cambridge, U.K.
4. Box, G. E. P., and Cox, D. R. (1964). "An analysis of transformations (with discussion)." J. R. Stat. Soc. Ser. B (Methodol.)JSTBAJ0035-9246, 26, 211-252.
5. Box, G. E. P., and Tiao, G. C. (1992). Bayesian inference in statistical analysis, Addison-Wesley, Reading, Mass.
6. Fisher, R. A. (1922). "On the mathematical formulation of theoretical statistics." Philos. Trans. R. Soc. London, Ser. A PTRMAD0962-8428, 222, 309.
7. Gardoni, P., Der Kiureghian, A., and Mosalam, K. M. (2002a). "Probabilistic capacity models and fragility estimates for reinforced concrete columns based on experimental observations." J. Eng. Mech. JENMDT0733-939910.1061/(ASCE)0733-9399(2002)128:10(1024), 128(10), 1024-1038.
8. Gardoni, P., Der Kiureghian, A., and Mosalam, K. M. (2002b). "Probabilistic models and fragility estimates for bridge components and systems." Rep. PEER-2002/13, Pacific Earthquake Engineering Research Center, University of California at Berkeley, Berkeley, Calif.
9. Geyskens, P., Der Kiureghian, A., and Monteiro, P. (1998). "Baysian prediction of elastic modulus of concrete." J. Struct. Eng. JSENDH0733-944510.1061/(ASCE)0733-9445(1998)124:1(89), 124(1), 89-95.
10. Lutz, M. P., and Monteiro, P. J. M. (1995). "Effect of the transition zone on the bulk modulus of concrete." Microstructure of cement-based system/bonding and interfaces in cementitious composites, S. Diamond, eds., Materials Research Society, Pittsburgh, 413-418.
11. Nemati, K. M., and Monteiro, P. J. M. (1997). "A new method to observe three-dimensional fractures in concrete using liquid metal porosimetry technique." Cem. Concr. Res. CCNRAI0008-8846, 27(9), 1333-1341.
12. Neville, A. M. (1995). Properties of concrete, 4th Ed., Prentice-Hall, Englewood Cliffs, N.J.
13. Pauw, A. (1960). "Static modulus of elasticity of concrete as affected by density." ACI J.JACIAX0002-8061, 32(6), 679-687.
14. Ping, X., Beaudoin, J. J., and Brousseau, R. (1991). "Effect of aggregate size on transition zone properties at the portland cement paste interface." Cem. Concr. Res. CCNRAI0008-8846, 21(6), 999-1005.
15. Rao, C. R., and Toutenburg, H. (1997). Linear models, least squares, and alternatives, Springer, New York.