- Flexcom
- Getting Started
- Tutorial Videos
- Video Library
- Licensing Options
- New Features!
- Installation
- User Interface
- Data Inputs
- Theory
- Examples
- A - Top Tensioned Risers
- B - Steel Catenary Risers
- C - Flexible Risers
- D - Mooring Systems
- E - Offloading Systems
- F - Pipelines
- G - Hybrid Riser Systems
- H - Installation Analysis
- I - Offshore Structures
- J - Specialised Examples
- K - Software Tutorials
- L - Wind Energy
- L01 - OC4 Semi-Submersible
- Introduction
- Model Summary
- Results
- OC4 P2 LC1.1 Eigenanalysis
- OC4 P2 LC1.2 Static equilibrium
- OC4 P2 LC1.3a Free decay, surge
- OC4 P2 LC1.3b Free decay, heave
- OC4 P2 LC1.3c Free decay, pitch
- OC4 P2 LC1.3d Free decay, yaw
- OC4 P2 LC2.1 Regular waves
- OC4 P2 LC2.2 Irregular waves
- OC4 P2 LC2.3 Current only
- OC4 P2 LC2.4 Current and regular waves
- OC4 P2 LC2.5 50-year extreme wave
- OC4 P2 LC2.6 RAO estimation, no wind
- OC4 P2 LC3.1 Deterministic, below rated
- OC4 P2 LC3.1 Modified (control system test)
- OC4 P2 LC3.2 Stochastic, at rated
- OC4 P2 LC3.3 Stochastic, above rated
- OC4 P2 LC3.4 Wind, wave and current
- OC4 P2 LC3.5 50-year extreme wind/wave
- OC4 P2 LC3.6 Wind/wave misalignment
- OC4 P2 LC3.7 RAO estimation, with wind
- L02 - OC4 Semi-Submersible (Flexcom Wind)
- L03 - OC4 Jacket
- L04 - IEA 15MW RWT
- L05 – Stiesdal Tetraspar (OC6)
- L06 - IEA 22MW RWT
- L07 - IEA 3.4MW RWT
- L08 - IEA 10MW RWT
- M - Wave Energy
- Troubleshooting Guide
- References
- 3rd Party Software & External Libraries