Seismology operators
12 operators in the seismology category of the live registry. Each is a named formula you can compose inside a state contract or call directly through POST /api/zeq/compute. KO42 is always on; add up to three more per call (total ≤ 4), per the 7-step protocol.
| Operator | Description | Equation |
|---|---|---|
SZ1 | Primary (compressional) wave velocity derived from the bulk modulus, shear modulus, and density of the transmitting medium. | v_P = \sqrt{\frac{K + 4\mu/3}{\rho}} |
SZ10 | Site fundamental frequency from the quarter-wavelength resonance of shear waves in a soft soil layer overlying bedrock. | f_0 = \frac{v_S}{4H} |
SZ11 | Seismic wave attenuation model describing amplitude decay with travel time through the intrinsic quality factor Q of the medium. | A(f) = A_0 e^{-\pi f t / Q} |
SZ12 | Fault shear strain relating the stress drop across a fault plane to the shear modulus of the surrounding rock. | \tau = \frac{\Delta\sigma}{\mu} |
SZ2 | Secondary (shear) wave velocity depending only on the shear modulus and density, unable to propagate through fluids. | v_S = \sqrt{\frac{\mu}{\rho}} |
SZ3 | Rayleigh surface wave velocity approximation as a fraction of the shear wave speed, governing ground roll in seismic records. | v_R = 0.92 \sqrt{\frac{\mu}{\rho}} \approx 0.92 v_S |
SZ4 | Local magnitude scale computing earthquake size from the base-10 logarithm of peak seismogram amplitude with empirical distance corrections. | M_L = \log_{10}A + 2.56\log_{10}\Delta - 1.67 |
SZ5 | Seismic moment quantifying earthquake size as the product of rock rigidity, fault rupture area, and average slip displacement. | M_0 = \mu A D |
SZ6 | Moment magnitude scale providing a physically based, non-saturating measure of earthquake size from the logarithm of seismic moment. | M_w = \frac{2}{3}(\log_{10}M_0 - 9.1) |
SZ7 | Seismic energy-magnitude relation converting moment magnitude to total radiated seismic energy through a logarithmic scaling law. | \log_{10}E = 1.5M_w + 4.8 |
SZ8 | Peak ground acceleration representing the maximum horizontal acceleration recorded during an earthquake, used for structural design criteria. | PGA = a_{max} |
SZ9 | Empirical relationship converting instrumental peak ground acceleration to macroseismic intensity for damage and felt-report estimation. | I = \frac{2}{3}(PGA/g + 1) |
Compute with one of these
curl -sS -X POST https://zeqsdk.com/api/zeq/compute \
-H "Authorization: Bearer $ZEQ_KEY" \
-H "Content-Type: application/json" \
-d '{"operators":["SZ1"],"inputs":{}}'
The response carries the bare physics value, its unit and uncertainty, the generated master equation, and a signed envelope you can verify on any node.
See also
- The solvers — how an operator becomes a physical answer
- Operator selection — how a query picks operators
- All categories — the full reference index