Effect of secondary elements on bridge structural system reliability considering moment capacity

Structural Safety

Volumn 26, Issue 1, 2004, Pages 29-47

  Eamon, Christopher D ^a   Nowak, Andrzej S ^b  

^a MISSISSIPPI STATE UNIVERSITY   (United States)

^b UNIVERSITY OF MICHIGAN   (United States)

Author keywords

Barriers; Diaphragms; Edge stiffening; Finite element method; Girder bridges; Reliability; Sidewalks; System reliability

Indexed keywords

BEAMS AND GIRDERS; COMPOSITE MATERIALS; RELIABILITY; STRUCTURAL LOADS;

GIRDER BRIDGES;

BRIDGES;

BRIDGE; RELIABILITY;

EID: 0141958574     PISSN: 01674730     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0167-4730(03)00020-1     Document Type: Article

References (23)

1. Burdette E.G. Goodpasture D.W. Tests of four highway bridges to failure ASCE Journal of the Structural Division 99 3 1973 335-348
2. Wegmuller A.M. Overload behavior of composite steel-concrete bridges ASCE Journal of the Structural Division 103 9 1977
3. Buckle I.G. Dickson A.R. Phillips M.H. Ultimate strength of three reinforced concrete highway bridges Canadian Journal of Civil Engineering 12 1985 63-72
4. Bakht B. Jaeger L.G. Ultimate load test of slab-on-girder bridge ASCE Journal of Structural Engineering 118 6 1992 1608-1624
5. Nowak A.S. Kim S. Development of a guide for evaluation of existing bridges part I [report UMCEE 98-12]. Department of Civil and Environmental Engineering 1998 University of Michigan Ann Arbor (MI)
6. Nowak A.S. Sanli A. Eom J. Development of a guide for evaluation of existing bridges phase 2 [report UMCEE 99-13] 1999 Department of Civil and Environmental Engineering, University of Michigan Ann Arbor (MI)
7. AASHTO LRFD bridge design specifications. Washington (DC): 1998.
8. Nowak A.S. Calibration of LRFD bridge design code [NCHRP report 368] 1999 National Bureau of Standards Washington (DC)
9. Nowak A.S. Lind N.C. Practical bridge code calibration ASCE Journal of Structural Engineering 5 12 1979 2497-2510
10. Ellingwood B. Galambos T.V. MacGregor J.G. Cornell C.A. Development of a probability based load criterion for American National Standard A58 [NBS special publication 577] 1980 National Bureau of Standards Washington (DC)
11. Al-Zaid RZ. Reliability of prestressed concrete girder bridges. PhD dissertation, Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, MI, 1986.
12. Eamon C. Nowak A.S. Effects of edge-stiffening elements and diaphragms on bridge resistance and load distribution ASCE Journal of Bridge Engineering 7 5 2002 258-266
13. Salmon C.G. Johnson J.E. Steel structures: design and behavior 4th ed. 1996 HarperCollins New York
14. Razaqpur G.A. Mostafa N. Analytical modeling of nonlinear behavior of composite bridges ASCE Journal of Structural Engineering 116 6 1990 1715-1733
15. Kennedy D.J.L. Study of performance factors for section 10 Ontario Highway Bridge design code [report no. 2805331] 1982 Morrison, Hershfield, Burgess - Huggins Toronto (Canada)
16. Siriaksorn A. Serviceability and reliability analysis of partially prestressed concrete beams. PhD dissertation, The University of Illinois at Chicago Circle, 1980.
17. Mirza S.A. MacGregor J.G. Variations in dimensions of reinforced concrete members ASCE Journal of Structural Engineering 105 ST4 1979
18. Nowak A.S. Zhou J. System reliability models for bridge analysis Structural Safety 7 1990 247-254
19. Tantawi HM. Ultimate strength of highway girder bridges. PhD dissertation, Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, MI, 1986.
20. Zhou J. System reliability models for highway bridges. PhD dissertation. Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, MI, 1987.
21. Yamani AS. Reliability evaluation of shear strength in highway girder bridges. PhD dissertation, Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, MI, 1992.
22. Nowak A.S. Collins K.R. Reliability of structures 2000 McGraw Hill Boston
23. Ghosn M. Moses F. Redundancy in highway bridge superstructures [NCHRP report 406] 1998 Transportation Research Board Washington (DC)