Probabilistic analysis of resistance degradation of reinforced concrete bridge beams under corrosion-Reference-Cited by-同舟云学术

Probabilistic analysis of resistance degradation of reinforced concrete bridge beams under corrosion

Published:1998-11 Issue:11 Volume:20 Page:960-971
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Enright Michael P.,Frangopol Dan M.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference24 articles.

1. Nowak, A. S., Calibration of LRFD bridge design code. NCHRP 12-33, Washington, DC, 1993

2. Reliability calibration of bridge design code;Ghosn;Journal of Structural Engineering, ASCE,1986

3. Bailey, S. F., Basic principles and load models for the structural safety evaluation of existing road bridges. Ph.D. thesis, Department of Civil Engineering, University of Southampton, U.K., 1996

4. Ang, A. H.-S. and Tang, W., Probability concepts in engineering planning and design, vol. II. Wiley, New York, 1984

5. Melchers, R. E., Structural reliability, analysis and prediction. Ellis Horwood, Chichester, 1987

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