Time-Dependent Reliability Analysis of Steel Miter Gates

Author:

Putcha C.S.1,Patev R.2,Leggett M.A.3

Affiliation:

1. Professor and Head, Department of Civil and Environmental Engineering, California State University, Fullerton, CA 92834, USA;

2. Civil Engineer, US Army Corps of Engineers, New England District, Concord, MA 01742, USA;

3. Computer Scientist, Engineer Research and Development Center, Corps of Engineers, ITL, Waterways Experiment Station, Vicksburg, MS 39180, USA;

Publisher

Informa UK Limited

Subject

Electrical and Electronic Engineering,Hardware and Architecture,Mechanics of Materials,Modelling and Simulation,Software

Reference14 articles.

1. M.A. Leggett & R.L. Mosher, Reliability-based assessment of navigation structures,Proc. of the 5th International Conf. on Computing in Civil and Building Engineering, ASCE, New York, Anaheim, CA, 1993.

2. C. Putcha, R.C. Patev, M.A. Leggett, & M.J. Smith,Time-dependent reliability analysis of hydraulic steel structures with corrosion degradation: Verification of results, U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS, 1996.

3. C. Putcha, R.C. Patev, M.A. Leggett, & M.J. Smith, Time-variant reliability of steel components subjected to corrosion,Proc. of the 16th Cancam '97, Quebec, Canada, June 1–5, 1997.

4. V. Geidel & S. Saunders, Calculation of reliability for time-varying loads and resistances,Structural Safety, 4, 1987.

5. Y.K. Wen & H.C. Chen, System reliability under time varying loads: I,Journal of Engineering Mechanics Division, ASCE,115(4), 1989.

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