hydrodynamic-analysis-5-hydrostatic-stiffness
Sub-skill of hydrodynamic-analysis: 5. Hydrostatic Stiffness (+1).
Best use case
hydrodynamic-analysis-5-hydrostatic-stiffness is best used when you need a repeatable AI agent workflow instead of a one-off prompt.
Sub-skill of hydrodynamic-analysis: 5. Hydrostatic Stiffness (+1).
Teams using hydrodynamic-analysis-5-hydrostatic-stiffness should expect a more consistent output, faster repeated execution, less prompt rewriting.
When to use this skill
- You want a reusable workflow that can be run more than once with consistent structure.
When not to use this skill
- You only need a quick one-off answer and do not need a reusable workflow.
- You cannot install or maintain the underlying files, dependencies, or repository context.
Installation
Claude Code / Cursor / Codex
Manual Installation
- Download SKILL.md from GitHub
- Place it in
.claude/skills/5-hydrostatic-stiffness/SKILL.mdinside your project - Restart your AI agent — it will auto-discover the skill
How hydrodynamic-analysis-5-hydrostatic-stiffness Compares
| Feature / Agent | hydrodynamic-analysis-5-hydrostatic-stiffness | Standard Approach |
|---|---|---|
| Platform Support | Not specified | Limited / Varies |
| Context Awareness | High | Baseline |
| Installation Complexity | Unknown | N/A |
Frequently Asked Questions
What does this skill do?
Sub-skill of hydrodynamic-analysis: 5. Hydrostatic Stiffness (+1).
Where can I find the source code?
You can find the source code on GitHub using the link provided at the top of the page.
SKILL.md Source
# 5. Hydrostatic Stiffness (+1)
## 5. Hydrostatic Stiffness
**Stiffness Matrix:**
```python
def calculate_hydrostatic_stiffness(
waterplane_area: float,
center_of_buoyancy: np.ndarray,
metacentric_height_long: float,
metacentric_height_trans: float,
displacement: float,
rho: float = 1025
) -> np.ndarray:
"""
Calculate 6x6 hydrostatic stiffness matrix.
Args:
waterplane_area: Waterplane area (m²)
center_of_buoyancy: [x, y, z] position (m)
metacentric_height_long: Longitudinal GM (m)
metacentric_height_trans: Transverse GM (m)
displacement: Vessel displacement (tonnes)
rho: Water density (kg/m³)
Returns:
6x6 hydrostatic stiffness matrix
"""
g = 9.81
mass = displacement * 1000 # kg
K = np.zeros((6, 6))
# Heave stiffness: K_33 = ρ g A_wp
K[2, 2] = rho * g * waterplane_area
# Roll stiffness: K_44 = ρ g ∇ GM_T
K[3, 3] = mass * g * metacentric_height_trans
# Pitch stiffness: K_55 = ρ g ∇ GM_L
K[4, 4] = mass * g * metacentric_height_long
# Heave-pitch coupling
K[2, 4] = -rho * g * waterplane_area * center_of_buoyancy[0]
K[4, 2] = K[2, 4]
# Heave-roll coupling
K[2, 3] = -rho * g * waterplane_area * center_of_buoyancy[1]
K[3, 2] = K[2, 3]
return K
# Example: FPSO hydrostatic stiffness
K_hydro = calculate_hydrostatic_stiffness(
waterplane_area=15000, # m²
center_of_buoyancy=np.array([160, 0, -10]), # m
metacentric_height_long=5.0, # m
metacentric_height_trans=3.0, # m
displacement=150000 # tonnes
)
print("Hydrostatic Stiffness Matrix:")
print(K_hydro)
```
## 6. Wave Spectra and Irregular Seas
**JONSWAP Spectrum:**
```python
def jonswap_spectrum(
frequencies: np.ndarray,
Hs: float,
Tp: float,
gamma: float = 3.3
) -> np.ndarray:
"""
Calculate JONSWAP wave spectrum.
S(f) = α g² (2π)^-4 f^-5 exp[-5/4(f/fp)^-4] γ^exp[-(f-fp)²/(2σ²fp²)]
Args:
frequencies: Frequency array (Hz)
Hs: Significant wave height (m)
Tp: Peak period (s)
gamma: Peak enhancement factor (default 3.3)
Returns:
Spectral density S(f) (m²/Hz)
"""
g = 9.81
fp = 1 / Tp # Peak frequency
# Phillips constant
alpha = 5.0 / 16.0 * Hs**2 * fp**4 / g**2
# Spectral width parameter
sigma = np.where(frequencies <= fp, 0.07, 0.09)
# JONSWAP spectrum
S_PM = alpha * g**2 * (2*np.pi)**(-4) * frequencies**(-5) * \
np.exp(-5/4 * (frequencies / fp)**(-4))
# Peak enhancement
gamma_factor = gamma ** np.exp(-(frequencies - fp)**2 / (2 * sigma**2 * fp**2))
S_JONSWAP = S_PM * gamma_factor
return S_JONSWAP
# Example: Generate JONSWAP spectrum
freq = np.linspace(0.01, 0.5, 500) # Hz
S = jonswap_spectrum(freq, Hs=8.5, Tp=12.0, gamma=3.3)
# Check Hs from spectrum
m0 = np.trapz(S, freq) # Zero-order moment
Hs_calculated = 4 * np.sqrt(m0)
print(f"Input Hs: 8.5 m")
print(f"Calculated Hs from spectrum: {Hs_calculated:.2f} m")
```
**Response Spectrum:**
```python
def calculate_response_spectrum(
wave_spectrum: np.ndarray,
rao_amplitude: np.ndarray,
frequencies: np.ndarray
) -> tuple[np.ndarray, dict]:
"""
Calculate response spectrum from wave spectrum and RAO.
S_response(ω) = |RAO(ω)|² * S_wave(ω)
Args:
wave_spectrum: Wave spectral density
rao_amplitude: RAO amplitude (m/m)
frequencies: Frequency array
Returns:
(response_spectrum, statistics)
"""
# Response spectrum
S_response = rao_amplitude**2 * wave_spectrum
# Calculate statistics
m0 = np.trapz(S_response, frequencies) # Variance
m2 = np.trapz(S_response * frequencies**2, frequencies)
# Response statistics
stats = {
'variance': m0,
'std_dev': np.sqrt(m0),
'significant_amplitude': 2 * np.sqrt(m0), # ≈ H_1/3 for motions
'zero_crossing_period': 2 * np.pi * np.sqrt(m0 / m2)
}
return S_response, stats
# Example
freq = np.linspace(0.01, 0.5, 500)
S_wave = jonswap_spectrum(freq, Hs=8.5, Tp=12.0)
# Sample heave RAO
rao_heave = 1.2 / np.sqrt((1 - (2*np.pi*freq / 0.6)**2)**2 + (0.1 * 2*np.pi*freq / 0.6)**2)
S_heave, stats_heave = calculate_response_spectrum(S_wave, rao_heave, freq)
print(f"Significant heave amplitude: {stats_heave['significant_amplitude']:.2f} m")
print(f"Heave zero-crossing period: {stats_heave['zero_crossing_period']:.2f} s")
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