Moving-load analysis
Moving-load analysis is available to the bridge modeler for generating the influence lines and surfaces of vehicle loading within the traffic lanes of bridge and roadway infrastructure. Vehicle load may be created or selected from a variety of code-based standards, then combined and enveloped with additional static and dynamic load patterns.
Additional information is available in the CSI Analysis Reference Manual, Chapter "Moving-Load Analysis".
Related Content
Articles
- Influence-based moving-load analysis
- Influence-based moving-load analysis implementation
- Influence surface
- Correspondence
- Multiple presence factors
- Reducing computational time for influence-based moving-load analysis
- The specified moving-load case assignments do not allow any nonzero response to be calculated - resolution for the warning
- Displaying vehicle location causing maximum effect in influence-based moving load analysis
- Step-by-step moving load analysis
- Moving-load analysis FAQ
- Deformed shape for moving load analysis
Tutorials
Test Problems