Seastead‑specific modeling tips
1. Decay tests are your key experiment. Prescribe an initial heave or roll offset, release in calm water, measure the log decrement → damping vs amplitude. Run with/without heave plates, with/without bilge‑keel strips on the legs. Hours per run, and it quantifies exactly the question linear BEM cannot touch.
2. Grating walkway. SPH and CFD see solids. Model the 3‑ft walkway as a solid slab for global loads; handle wave transparency via its open‑area ratio analytically, and if uplift worries you, one OpenFOAM spot‑case resolves it.
3. Accelerations at any point. From 6‑DOF histories: a_P = a_O + α×r + ω×(ω×r) (world frame). Implement once in post‑processing; place virtual accelerometers at berths, galley, helm, battery racks; report RMS and max against comfort (ISO‑2631‑style) and equipment limits.
4. Tendon slack is your parked‑mode failure. Track minimum tension per line; slack→snap is the danger. Require pretension > max downward impulse × 1.5–2 in simulation, and always run the one‑screw‑failed case.
5. Focused waves first, irregular for statistics. A focused wave group concentrates energy into one extreme crest — near‑worst‑case transient in tens of simulated seconds. Use irregular JONSWAP runs to gather statistics once survivors are identified.
6. Convergence before conclusions. Repeat one event at 2–3 particle sizes (SPH) or mesh densities (CFD); only quote numbers when deltas are within ~10%.
7. Validate the validator. At low amplitude your SPH RAOs must approach Capytaine's. If they don't, fix boundary spacing, time step, or gauge smoothing before believing extreme‑sea results.
8. One source of truth. A single YAML of masses/CoG/inertias generates configs for every tool; plus one unit‑tested ft↔m, lb↔kg converter module. These two artifacts prevent the classic silent errors.
9. Defer the dinghy ropes and twin‑seastead walkway. When ready: DSPH mooring lines or Chrono cables handle rope dynamics; the connected‑seastead coordinated‑thrust problem is a controls study that needs these plant models first — one reason Chrono is worth adopting later.
10. Report a fixed metric set per run. Max heel; deck‑edge immersion; rail submergence; leg emergence height and re‑entry speed; tendon min tension; peak/RMS accel at each sensor; green‑water events on roof. Identical metrics across designs is what makes comparisons honest.