Reliability-Based Condition Assessment of Welded Miter Gate Structures
Author:
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
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291076-0342%282001%297%3A3%2895%29
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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