Structural Fe Modelling, Analysis, And Assessment Of Buckland Bridge Against 1%Aep Flooding Event
Project Scope
Structural Modelling, Analysis, and Assessment of the Buckland Bridge subjected to 1% AEP Flood Event.
The following tasks were delivered successfully:
- Structural Modelling of the Bridge Utilising CSI-SAP 2000
- Structural Analysis of the bridge subjected to 1%AEP Flood Event with the velocity of 3.1m/s and the height of 4.70m
- The performance of the bridge was analysed under the following forces: Drag Force on Piers & Superstructure, Side Force on Piers, Lift Force on Superstructure, Moment on Superstructure, Drag Force Due to Debris, Drag Force Due to Floating Logs
- Repair and Remediation Strategy Associated with Cost Analysis