Nerlandsøybrua (analysis)

A detailed assessment of the condition of an object.


Element type
Capacity Control of the bridge’s superstructure and the most critical column is performed at ultimate limit state. The framework program NovaFrame is used for the modeling of the bridge to determine the design forces. Håndbok 238 is the basis for control of loads and NS3473 Concrete structures - Design and detailing rules is used in capacity calculations.
Case type
Initiation of assessment
Structural deterioration
Predominant verification type
Design value criteria
Predominant verification scale
Structural system
Structural analysis
Ultimate limit state
Information updating
Direct non-bayesian
Physical intervention

Relations with other elements