Add to ORKGTo calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests were carried out on a 55 year old five-span bridge with a length of 121 m in Kiruna in northern Sweden. Both non-destructive and destructive full-scale tests were performed. This paper presents results regarding methods for assessment of the structural capacity of concrete bridges
Results are presented from the testing to failure of a 55-year-old prestressed concrete bridge with ...
Results are presented from the testing to failure of a 55-year-old prestressed concrete bridge with ...
Results are presented from the testing to failure of a 55-year-old prestressed concrete bridge with ...
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests were carri...
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests were carri...
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests were carri...
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests were carri...
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests were carri...
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests areplanned...
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests are planne...
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests are planne...
In this paper, experiences on the development of an assessment method for existing bridges are prese...
In this paper, experiences on the development of an assessment method for existing bridges are prese...
Results are presented from the testing to failure of a 55-year-old prestressed concrete bridge with ...
Optimising the strategy for repairing, upgrading and replacing bridges in the European Union, and el...
Results are presented from the testing to failure of a 55-year-old prestressed concrete bridge with ...
Results are presented from the testing to failure of a 55-year-old prestressed concrete bridge with ...
Results are presented from the testing to failure of a 55-year-old prestressed concrete bridge with ...
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests were carri...
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests were carri...
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests were carri...
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests were carri...
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests were carri...
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests areplanned...
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests are planne...
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests are planne...
In this paper, experiences on the development of an assessment method for existing bridges are prese...
In this paper, experiences on the development of an assessment method for existing bridges are prese...
Results are presented from the testing to failure of a 55-year-old prestressed concrete bridge with ...
Optimising the strategy for repairing, upgrading and replacing bridges in the European Union, and el...
Results are presented from the testing to failure of a 55-year-old prestressed concrete bridge with ...
Results are presented from the testing to failure of a 55-year-old prestressed concrete bridge with ...
Results are presented from the testing to failure of a 55-year-old prestressed concrete bridge with ...