Nerlandsøybrua (analysis)
A detailed assessment of the condition of an object.
Properties
Element type
:
Analysis
Summary
:
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
:
Other
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
:
Demolition