Spatial time-dependent reliability analysis of corroding pretensioned prestressed concrete bridge girders
- 31 January 2007
- journal article
- Published by Elsevier BV in Structural Safety
- Vol. 29 (1), 16-31
- https://doi.org/10.1016/j.strusafe.2005.11.002
Abstract
No abstract availableThis publication has 23 references indexed in Scilit:
- Lifetime Performance Analysis of Existing Prestressed Concrete Bridge SuperstructuresJournal of Structural Engineering, 2004
- A fast approximate method for parameter sensitivity estimation in Monte Carlo structural reliabilityComputers & Structures, 2004
- Influence of cover on bond of strands prestressed by pretensioningCanadian Journal of Civil Engineering, 2001
- Fatigue reliability of deteriorating prestressed concrete bridges due to stress corrosion crackingCanadian Journal of Civil Engineering, 2001
- Investigations on hydrogen-induced embrittlement of quenched and tempered prestressing steelsMaterials and Corrosion, 2000
- Effect of Reinforcement Corrosion on Flexural Behavior of Concrete SlabsJournal of Materials in Civil Engineering, 1996
- Simulation of Dynamic Load for BridgesJournal of Structural Engineering, 1991
- An incompatible singular elastic element for two- and three-dimensional crack problemsInternational Journal of Fracture, 1986
- Statistical Descriptions of Strength of ConcreteJournal of the Structural Division, 1979
- Application of the Statistical Theory of Extreme Values To the Analysis of Maximum Pit Depth Data for AluminumCorrosion, 1956