Reliability-Based Condition Assessment of Welded Miter Gate Structures

Author:

McAllister Therese P.1234,Ellingwood Bruce R.1234

Affiliation:

1. Member, ASCE

2. Fellow, ASCE

3. Sr. Struct. Engr., Greenhorne & O'Mara, Greenbelt, MD 20770.

4. Prof. and Chair, School of Civ. and Envir. Engrg., Georgia Inst. of Technol., Atlanta, GA 30332-0355.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Civil and Structural Engineering

Reference29 articles.

1. Barsom J. M. and Rolfe S. T. ( 1987). Fracture and fatigue control in structures Prentice-Hall Englewood Cliffs N.J.

2. Cleary D. B. Hookam C. J. and Waller J. W. ( 1996). “Development of miter gate reliability model.” Proc. 7th Spec. Conf. ASCE New York 862–865.

3. Commander B. C. Schulz J. X. Goble G. G. and Chasten C. P. ( 1992). “Development of computer modeling techniques for miter lock gates.” Rep. 1 ; “Field test and analysis correlation at John Hollis Bankhead Lock and Dam.” Rep. 2 ITL-92-12 U.S. Army Corps of Engineers Waterways Experiment Station Vicksburg Miss.

4. Ellingwood B. R. ( 1993). “Load and resistance factor design for steel miter gates.” ITL-93-4 U.S. Army Corps of Engineers Waterways Experiment Station Vicksburg Miss.

5. Ellingwood B. R. ( 1994). “Validation of seismic probabilistic risk assessments of nuclear power plants.” NUREG/GR-0008 U.S. Nuclear Regulatory Commission

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