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Models Classical
The analytical, physics-informed and statistical models that define the field-standard baseline for short-term probabilistic seismic forecasting. Each model is given here with its governing equation(s), its parameters, how it is estimated, its assumptions and failure modes, and a real peer-reviewed reference (with DOI). These are not legacy curiosities: a well-tuned ETAS remains the de-facto operational baseline that any candidate model — including every neural model — must beat in prospective CSEP testing before it can claim forecasting skill.
Honest framing. Every model on this page produces, at best, a conditional rate or
probability, never a deterministic prediction. A prediction is a deterministic statement that
an event will or will not occur; a forecast gives a probability strictly in
Conventions used throughout. Magnitudes are homogenized to moment magnitude
- How these models fit together
- Gutenberg–Richter — the magnitude–frequency law
- Omori–Utsu — aftershock decay
- ETAS — Epidemic-Type Aftershock Sequence
- Reasenberg–Jones — operational aftershock probabilities
- STEP — Short-Term Earthquake Probability
- EEPAS — Every Earthquake a Precursor According to Scale
- Smoothed seismicity — the spatial background and mandatory null
- BPT / renewal — long-term recurrence
- Rate-and-state friction + Coulomb stress — the mechanistic layer
- Contested / precursory methods — honest assessment
- From a conditional intensity to the published probability
- References
The product is a conditional estimator: given recent observations
| Layer | Models | Forecast role |
|---|---|---|
| Magnitude–frequency | Gutenberg–Richter, |
Converts a rate of events |
| Aftershock decay | Omori–Utsu, Reasenberg–Jones | The dominant short-horizon (1–7 day) signal; the baseline for "tomorrow's earthquakes." |
| Self-exciting clustering | ETAS (temporal + spatial) | State-of-the-art physics-free short-term baseline; the model to beat. |
| Long-term smoothed rate | Helmstetter et al. smoothed seismicity | The time-independent spatial background |
| Medium-term precursory | EEPAS | Months-to-years scale; outside the 1-week window, useful as a feature/context source. |
| Operational hybrid | STEP | Production reference for the "next-day" probabilistic map output shape. |
| Renewal / recurrence | BPT, characteristic EQ | Long-term, fault-specific; conditions the background over years. |
| Physics-based stress | Rate-and-state (Dieterich), Coulomb |
Mechanistic priors on where triggering is enhanced or suppressed. |
| Contested precursors | AMR, LURR, RTL, PI | Research features at best — never standalone alarms. |
A defensible production baseline is ETAS (or Reasenberg–Jones) for the time-dependent term × smoothed-seismicity for the spatial background × Gutenberg–Richter for the magnitude term, all scored against CSEP consistency tests. Everything else is an enhancement or a feature source.
The unifying mathematical object is the conditional intensity function
$$\ln L = \sum_i \ln \lambda(t_i, x_i, y_i \mid \mathcal{H}_{t_i})
- \int_0^T!!\int_A \lambda(t, x, y \mid \mathcal{H}_t), dx, dy, dt,$$
where the integral ("compensator" / survival) term is what makes the model probabilistic and calibratable rather than a regressor. See Models — Analytical / ML for the point-process framework in full.
The frequency–magnitude distribution of earthquakes is, to first order, a power law. It supplies the magnitude term of every forecast: it converts a forecast rate of events above one reference magnitude into a rate above any target magnitude.
-
$N(\ge M)$ — number (or rate) of earthquakes with magnitude$\ge M$ . -
$a$ — productivity / total seismicity of the space–time–volume window (depends on catalog length and area). -
$b$ — the b-value, the slope of the log-frequency vs. magnitude line; globally$b \approx 1.0$ .
Equivalently, above completeness
Aki (1965) showed the maximum-likelihood estimator (for a homogeneous Poisson process with a continuous exponential magnitude distribution) is
where
This is the Aki–Utsu estimator. A common rule of thumb requires ~50–100 events above
-
Maximum-curvature (MAXC):
$M_c$ = magnitude bin at the peak of the non-cumulative frequency–magnitude distribution, often with a +0.2–0.3 correction. (The +0.2 correction was calibrated for California and is not established as universal — it must be re-validated per region.) -
Goodness-of-fit (Wiemer & Wyss, 2000): the smallest
$M_c$ for which the GR model fits the observed distribution to a chosen percentage (e.g. 90/95%). -
b-value stability (Cao & Gao, 2002; Woessner & Wiemer, 2005):
$M_c$ where$\hat b$ stabilizes. - EMR, MBS, Lilliefors variants as cross-checks.
- Self-similar (exponential) magnitudes above
$M_c$ ; this breaks down near the maximum magnitude$M_{\max}$ (a taper / corner-magnitude form is then needed: tapered GR / Kagan distribution). - Stationary, complete catalog. The b-value can vary with stress, depth and fault maturity (a real
signal) or with
$M_c$ mis-estimation (an artifact) — the two must be distinguished carefully. -
Forecasting role: indispensable, the magnitude term of every forecast. A daily pipeline
re-estimates
$M_c$ and$b$ on a rolling window and carries their uncertainty forward.
References. Gutenberg & Richter (1944), BSSA 34, 185–188; Aki (1965), Bull. Earthq. Res. Inst. 43, 237–239; Tinti & Mulargia (1987), BSSA 77(6), 2125–2134; Wiemer & Wyss (2000), BSSA 90(4), 859–869, doi:10.1785/0119990114; Woessner & Wiemer (2005), BSSA 95(2), 684–698, doi:10.1785/0120040007.
After a mainshock, the aftershock rate decays as a power law in time. This is the single most reliable short-horizon (hours-to-weeks) signal, and the temporal kernel that both ETAS and Reasenberg–Jones embed.
-
$n(t)$ — rate of aftershocks per unit time at elapsed time$t$ after the mainshock. -
$K$ — productivity constant (scales the total number). -
$c$ — time offset (small, hours-to-day); a contested quantity strongly affected by catalog incompleteness immediately after the mainshock. -
$p$ — decay exponent, typically$p \in [0.9, 1.5]$ , varying sequence to sequence.
The original Omori (1894) law had
and for
Maximum-likelihood on the point process (Ogata, 1983) jointly fits
Immediately after a large mainshock — exactly the highest-stakes, highest-traffic moment for a
forecast — the catalog is grossly incomplete:
References. Utsu, Ogata & Matsu'ura (1995), J. Phys. Earth 43, 1–33, doi:10.4294/jpe1952.43.1; Ogata (1983), J. Phys. Earth 31, 115–124.
ETAS (Ogata, 1988; spatio-temporal extension Ogata, 1998) is a self-exciting (Hawkes) point process: every event can trigger its own offspring. It stitches the background rate, the Utsu productivity, the Omori–Utsu time kernel, and a spatial kernel into a single conditional intensity. It is the gold-standard physics-free short-term baseline — the model any enhanced forecaster must beat.
with the canonical Ogata-1998 separable kernels:
Background term — stationary (tectonic) rate, often from smoothed historical seismicity:
where
Utsu productivity (magnitude):
with
Omori–Utsu temporal kernel:
Spatial kernel (Ogata 1998, inverse-power form):
with
The magnitude distribution is independent of history (separability) and follows Gutenberg–Richter:
A common temporal-only ETAS (Ogata 1988) collapses this to
$$\lambda(t) = \mu + \sum_{i:,t_i < t} \frac{K, e^{\alpha(m_i - M_0)}}{(t - t_i + c)^{p}}.$$
The branching ratio
Two logically distinct conditions must both hold:
-
Finite branching — the productivity × magnitude integral converges only if
$\alpha < \beta$ (with$\beta = b\ln 10$ ). If$\alpha \ge \beta$ the largest events dominate and the model is improper. This is a real fitting gotcha. -
Subcriticality / stationarity — given
$\alpha < \beta$ , the branching ratio must satisfy$n < 1$ (subcritical, the sequence dies out and is integrable).$n = 1$ is critical;$n > 1$ is supercritical (explosive, non-physical for a real catalog) and signals a mis-fit. Any fit with$n \ge 1$ is rejected.
-
MLE of the point-process log-likelihood
$\ln L = \sum_i \ln\lambda(t_i) - \int \lambda, dt, dx, dy$ (Ogata, 1988). -
EM / stochastic declustering (Zhuang, Ogata & Vere-Jones, 2002) assigns each event a
probability of being background vs. triggered, recovering
$u(x,y)$ and decoupling the background from the clustering. -
Bayesian / simulation-based inference (e.g.
bayesianETAS, INLAbru) for scalable, likelihood-aware fitting with a posterior — not just a point estimate. - The fit is performed on the full, un-declustered catalog, because triggering is the predictable signal.
- Triggering is isotropic and magnitude-independent in shape, whereas real aftershock zones are elongated along the rupture — a known simplification. Anisotropic / finite-fault ETAS variants exist and matter for great subduction earthquakes.
- The background
$\mu$ is stationary in time, which is violated near swarms, slow-slip and induced seismicity. - Forecasting role: the floor any candidate must clear. The genuine openings for an enhanced model are exactly ETAS's gaps — fixed functional kernels (cannot learn anisotropy unless hand-coded), single-catalog (hard to fuse geodesy / InSAR / multiple networks / sub-$M_c$ events), and the separability assumption. See Models — Analytical / ML.
References. Ogata (1988), JASA 83(401), 9–27, doi:10.1080/01621459.1988.10478560; Ogata (1998), Ann. Inst. Statist. Math. 50(2), 379–402, doi:10.1023/A:1003403601725; Zhuang, Ogata & Vere-Jones (2002), JASA 97(458), 369–380, doi:10.1198/016214502760046925.
The operational ancestor of USGS aftershock forecasting (now OAF) and the most transparent "tomorrow's earthquakes" model. It is the Gutenberg–Richter magnitude term multiplied by the modified-Omori time decay.
-
$\lambda(t, M)$ — rate of aftershocks$\ge M$ at elapsed time$t$ after a mainshock of magnitude$M_m$ . -
$a$ — regional aftershock productivity. -
$b$ — Gutenberg–Richter slope. -
$c, p$ — Omori–Utsu parameters.
The expected number of
and, assuming a non-homogeneous Poisson process, the probability of one or more
-
Generic — fixed
$(a, b, c, p)$ from past sequences in a similar tectonic setting. (The classic Reasenberg–Jones 1989 California generic values do not transfer to Chilean subduction — do not reuse them.) - Sequence-specific — refit to the ongoing sequence.
- Bayesian — a generic prior updated by the sequence (the modern OAF default; Page et al., 2016 extended the scheme to a full global, tectonic-regime-aware form).
- No spatial term — it gives "how many", not "where". STEP and ETAS supply the spatial component.
- An excellent, transparent fallback and sanity-check alongside ETAS. The USGS OAF system runs both Reasenberg–Jones and ETAS.
References. Reasenberg & Jones (1989), Science 243(4895), 1173–1176, doi:10.1126/science.243.4895.1173; Reasenberg & Jones (1994), Science 265, 1251–1252, doi:10.1126/science.265.5176.1251; Page et al. (2016), BSSA 106(5), 2290–2301, doi:10.1785/0120160073.
STEP is the production reference for the product's output shape: a near-real-time system producing gridded short-interval probabilistic maps — i.e. exactly the "one-inference-per-short- interval" probabilistic regional map this product emits daily.
A near-real-time California system (USGS + SCEC + ETH) producing hourly maps of the probability
of strong shaking (Modified Mercalli
STEP combines a time-independent background rate with a clustering (aftershock) component built on the Reasenberg–Jones rate model. It blends generic, sequence-specific, and spatially-varying Reasenberg–Jones parameter sets — picking the most informative available for each grid cell — then maps the resulting short-term rate to a ground-motion probability via a GMPE. The conditional rate at a cell is the background rate plus the summed Reasenberg–Jones contribution of recent events.
The canonical production template for "tomorrow's earthquakes" probabilistic maps, exactly the daily gridded output shape of this product. Limits: California-tuned generic parameters; it is aftershock-dominated by design (weak for mainshock/foreshock anticipation).
Reference. Gerstenberger, Wiemer, Jones & Reasenberg (2005), Nature 435, 328–331, doi:10.1038/nature03622.
A space–time–magnitude point-process model in which every earthquake is treated as a long-term
precursor, according to scale, of larger events to follow. It is built on the empirical
precursory scale increase (
For a precursor of magnitude
with associated spreads
The forecast rate density is a background term plus a weighted sum of contributions from prior earthquakes, each a product of three densities — normal in magnitude, lognormal in elapsed time, bivariate-normal in location:
$$\lambda(t, m, x, y) = \mu, \lambda_0(m, x, y)
- \sum_{i:,t_i < t} w_i; f(m \mid M_i); g(t - t_i \mid M_i); h(x, y \mid x_i, y_i, M_i),$$
-
$f$ — normal density, mean$a_M + b_M M_i$ , sd$\sigma_M$ . -
$g$ — lognormal density in elapsed time, median$10^{,a_T + b_T M_i}$ , log-sd$\sigma_T$ . -
$h$ — bivariate-normal in location, with variance scaling as$A \propto 10^{,a_A + b_A M_i}$ . -
$w_i$ — weighting that down-weights events likely to be aftershocks;$\mu$ mixes EEPAS with a baseline (PPE) model.
Honest caveat. The published EEPAS density constants contain known typos across papers, acknowledged by the authors. If EEPAS is used, pin the constants to a reference implementation (pyCSEP / floatCSEP) rather than transcribing them; the structure above is the load-bearing part. EEPAS has genuine, CSEP-tested forecasting skill at medium term in New Zealand, Japan, California and Italy.
References. Rhoades & Evison (2004), Pure Appl. Geophys. 161, 47–72, doi:10.1007/s00024-003-2434-9; Rhoades (2007), SRL 78, 110–115.
A stationary, time-independent estimate of where earthquakes occur, obtained by smoothing a
declustered catalog with an adaptive kernel. Large earthquakes nucleate where small ones
cluster, so the smoothed density of past small events predicts the spatial distribution of future
large ones. It plays a dual role: it is the spatial background
with normalization
Implementation note (do not hard-code the exponent). The kernel exponent
$s$ and normalization$C(d)$ vary across the Helmstetter–Kagan–Jackson family of papers — forms with$s = 1$ ($\propto 1/(r^2 + d^2)$) and$s = 3/2$ ($\propto 1/(r^2 + d^2)^{3/2}$ ) both appear, depending on the specific kernel and normalization. Pin$s$ ,$C(d)$ , and the neighbor count to a specific reference implementation (Helmstetter–Kagan–Jackson 2007 / Werner et al. 2011 or the pyCSEP/floatCSEP code); do not treat$s = 3/2$ as a verified universal constant.
The best-performing time-independent spatial forecast in the RELM/CSEP California experiments,
and the natural
References. Helmstetter, Kagan & Jackson (2007), SRL 78(1), 78–86, doi:10.1785/gssrl.78.1.78; Werner, Helmstetter, Jackson & Kagan (2011), BSSA 101, 1630–1648, doi:10.1785/0120090340.
Where paleoseismic or historical data genuinely constrain a fault's mean recurrence interval, a Brownian Passage Time (BPT) renewal model conditions the long-term background over years to decades. Tectonic loading plus Brownian noise drives a state variable to a failure threshold, so inter-event times follow the BPT (inverse-Gaussian / Wald) distribution.
-
$\mu$ — mean recurrence interval. -
$\alpha$ — aperiodicity (coefficient of variation of recurrence times);$\alpha \to 0$ gives quasi-periodic recurrence,$\alpha \approx 1$ gives near-Poisson behaviour.
The key property is that the hazard rate rises from ~0 right after an event, peaks, then
plateaus — unlike Poisson's constant hazard and unlike the lognormal's eventually-decreasing
hazard. The conditional probability of an event in
The characteristic-earthquake hypothesis (Schwartz & Coppersmith, 1984) holds that a given
fault tends to rupture in similar-size "characteristic" events, producing a magnitude distribution
that departs from GR at large
Poisson (memoryless, constant hazard) is the null. BPT is preferred where paleoseismic / historical recurrence data justify time-dependence (used in UCERF and in the Italian and Japanese national hazard models).
Honest caveat. With only a few observed cycles,
$\alpha$ is poorly constrained and the gain over a plain Poisson background is often marginal. Do not claim renewal skill where the data do not support it.
References. Matthews, Ellsworth & Reasenberg (2002), BSSA 92, 2233–2250, doi:10.1785/0120010267; Schwartz & Coppersmith (1984), JGR 89, 5681–5698; Field et al. (2015), UCERF3-TD, BSSA 105.
The physics-based layer. Static stress transfer from a fault slip changes the Coulomb failure stress on neighbouring faults; rate-and-state friction then predicts how the seismicity rate responds. These supply mechanistic spatial priors (Coulomb lobes promote or suppress triggering) — optional, feature-flagged covariates, never a standalone forecaster.
(also written
-
$\Delta\tau$ — shear-stress change on the target fault plane, positive in the slip direction. -
$\Delta\sigma_n$ — normal-stress change, positive in compression. -
$\mu'$ — apparent (effective) friction coefficient absorbing pore-pressure (Skempton) effects, typically$\mu' \approx 0.4$ .
Dieterich derived how a population of rate-and-state faults responds to a stress change, giving a
seismicity rate
-
$\gamma$ — state variable (inverse of an instantaneous rate). -
$A$ — rate-and-state constitutive parameter (lab values$\approx 0.005$ –$0.02$). -
$\sigma_n$ — effective normal stress;$\dot\tau_r$ — reference (background) stressing rate. -
$A\sigma_n$ — the characteristic stress scale of the response.
For a stress step
where
This produces an Omori-like
References. King, Stein & Lin (1994), BSSA 84, 935–953; Stein (1999), Nature 402, 605–609, doi:10.1038/45144; Dieterich (1994), JGR 99(B2), 2601–2618, doi:10.1029/93JB02581; Heimisson & Segall (2018), JGR 123, doi:10.1029/2018JB015656.
These are listed because they tempt feature engineering. None is a credible standalone alarm. At most they are weak features whose contribution must be demonstrated in prospective CSEP testing before touching a public number.
| Method | Core idea | Honest verdict |
|---|---|---|
| Accelerating Moment Release (AMR) | Cumulative Benioff strain accelerates as a power-law toward a critical point before a large event. | Largely discredited as a predictor. Hardebeck, Felzer & Michael (2008) showed apparent AMR arises from selection bias (window, area and magnitude range optimized per mainshock) plus ordinary clustering; statistically insignificant under unbiased tests. |
| LURR (Load–Unload Response Ratio) | System response to loading vs. unloading diverges before instability. | Plausible lab analogy; field claims of intermediate-term skill exist but are not validated in transparent prospective CSEP tests. Shares the AMR selection-bias risk. Contested. |
| RTL (Region–Time–Length) | Weighted seismicity anomaly (quiescence/activation) around a point. | Retrospective successes published; no robust prospective validation. Contested. |
| Pattern Informatics (PI) | Maps regions of anomalous change in seismicity rate as a proxy for stress change. | The most testable of this group; entered RELM/CSEP. Some retrospective skill; prospective performance modest and debated. Usable as a feature, not an alarm. |
Bottom line. Anything in this table sits behind a feature flag and must beat ETAS + smoothed-seismicity in prospective testing before it touches a public number. The central cautionary lesson — from Hardebeck et al. (2008) — is that optimizing parameters per target manufactures false precursors. (The deep-learning analogue of this trap is told in Models — Analytical / ML.)
References. Hardebeck, Felzer & Michael (2008), JGR 113, B08310, doi:10.1029/2007JB005410; Rundle, Tiampo et al. (2002), PNAS 99(suppl. 1), 2514–2521.
The single number rendered to a user combines the conditional intensity (from ETAS / R-J / STEP),
the Gutenberg–Richter magnitude tail, and the chosen horizon. The expected number of events above a
target magnitude
and, treating events as a non-homogeneous Poisson process over the window, the published probability is
The public formula
$P = 1 - e^{-N}$ never changes. Only the quality of$\lambda$ improves as the model improves. Quiet days correctly read near climatology, and the number is always shown next to its long-term baseline, so a user reads "X% vs. Y% baseline," never an unanchored figure.
A single threshold vs. the full distribution. A single fixed
- Gutenberg, B. & Richter, C.F. (1944). Frequency of earthquakes in California. BSSA 34, 185–188.
- Aki, K. (1965). Maximum likelihood estimate of b in the formula log N = a − bM and its confidence limits. Bull. Earthq. Res. Inst. 43, 237–239.
- Tinti, S. & Mulargia, F. (1987). Confidence intervals of b-values for grouped magnitudes. BSSA 77(6), 2125–2134.
- Wiemer, S. & Wyss, M. (2000). Minimum magnitude of completeness in earthquake catalogs. BSSA 90(4), 859–869. doi:10.1785/0119990114
- Woessner, J. & Wiemer, S. (2005). Assessing the quality of earthquake catalogues: estimating the magnitude of completeness and its uncertainty. BSSA 95(2), 684–698. doi:10.1785/0120040007
- Utsu, T., Ogata, Y. & Matsu'ura, R.S. (1995). The centenary of the Omori formula for a decay law of aftershock activity. J. Phys. Earth 43, 1–33. doi:10.4294/jpe1952.43.1
- Ogata, Y. (1983). Estimation of the parameters in the modified Omori formula for aftershock frequency by the maximum likelihood procedure. J. Phys. Earth 31, 115–124.
- Ogata, Y. (1988). Statistical models for earthquake occurrences and residual analysis for point processes. JASA 83(401), 9–27. doi:10.1080/01621459.1988.10478560
- Ogata, Y. (1998). Space–time point-process models for earthquake occurrences. Ann. Inst. Statist. Math. 50(2), 379–402. doi:10.1023/A:1003403601725
- Zhuang, J., Ogata, Y. & Vere-Jones, D. (2002). Stochastic declustering of space–time earthquake occurrences. JASA 97(458), 369–380. doi:10.1198/016214502760046925
- Reasenberg, P.A. & Jones, L.M. (1989). Earthquake hazard after a mainshock in California. Science 243(4895), 1173–1176. doi:10.1126/science.243.4895.1173
- Reasenberg, P.A. & Jones, L.M. (1994). Earthquake aftershocks: update. Science 265, 1251–1252. doi:10.1126/science.265.5176.1251
- Page, M.T. et al. (2016). Three ingredients for improved global aftershock forecasts. BSSA 106(5), 2290–2301. doi:10.1785/0120160073
- Gerstenberger, M.C., Wiemer, S., Jones, L.M. & Reasenberg, P.A. (2005). Real-time forecasts of tomorrow's earthquakes in California. Nature 435, 328–331. doi:10.1038/nature03622
- Rhoades, D.A. & Evison, F.F. (2004). Long-range earthquake forecasting with every earthquake a precursor according to scale. Pure Appl. Geophys. 161, 47–72. doi:10.1007/s00024-003-2434-9
- Rhoades, D.A. (2007). Application of the EEPAS model to forecasting earthquakes of moderate magnitude in Southern California. SRL 78, 110–115.
- Helmstetter, A., Kagan, Y.Y. & Jackson, D.D. (2007). High-resolution time-independent grid-based forecast for M ≥ 5 earthquakes in California. SRL 78(1), 78–86. doi:10.1785/gssrl.78.1.78
- Werner, M.J., Helmstetter, A., Jackson, D.D. & Kagan, Y.Y. (2011). High-resolution long-term and short-term earthquake forecasts for California. BSSA 101, 1630–1648. doi:10.1785/0120090340
- Matthews, M.V., Ellsworth, W.L. & Reasenberg, P.A. (2002). A Brownian model for recurrent earthquakes. BSSA 92, 2233–2250. doi:10.1785/0120010267
- Schwartz, D.P. & Coppersmith, K.J. (1984). Fault behavior and characteristic earthquakes. JGR 89, 5681–5698.
- Field, E.H. et al. (2015). UCERF3-TD: Time-dependent earthquake rupture forecast. BSSA 105.
- King, G.C.P., Stein, R.S. & Lin, J. (1994). Static stress changes and the triggering of earthquakes. BSSA 84, 935–953.
- Stein, R.S. (1999). The role of stress transfer in earthquake occurrence. Nature 402, 605–609. doi:10.1038/45144
- Dieterich, J. (1994). A constitutive law for rate of earthquake production and its application to earthquake clustering. JGR 99(B2), 2601–2618. doi:10.1029/93JB02581
- Heimisson, E.R. & Segall, P. (2018). Constitutive law for earthquake production based on rate-and-state friction: Dieterich 1994 revisited. JGR 123. doi:10.1029/2018JB015656
- Hardebeck, J.L., Felzer, K.R. & Michael, A.J. (2008). Improved tests reveal that the accelerating moment release hypothesis is statistically insignificant. JGR 113, B08310. doi:10.1029/2007JB005410
- Rundle, J.B., Tiampo, K.F. et al. (2002). Self-organization, criticality and seismic hazard. PNAS 99(suppl. 1), 2514–2521.
- Jordan, T.H. et al. (2011). Operational Earthquake Forecasting: state of knowledge and guidelines for utilization (ICEF Report). Annals of Geophysics 54(4), 315–391. doi:10.4401/ag-5350
See also: Models — Analytical / ML · Models — Employed · Evaluation · Methodology. All equations are transcribed from the primary/authoritative sources cited above.
⚠️ Disclaimer — read this. CAOS_SEISMIC produces probabilistic forecasts, not predictions. It is an independent research and education tool. It is NOT an official earthquake early-warning or civil-protection system, it does NOT predict when, where, or how large an earthquake will be, and it must NOT be used for life-safety, emergency, or evacuation decisions. Every number it publishes is a bounded, calibrated probability conditioned on the present state of seismicity — never an alarm, a countdown, or a "safe" state. A single outcome neither confirms nor refutes a probabilistic forecast.It complements, and does not replace or speak for, official agencies — always follow your national seismological and civil-protection authorities (e.g. USGS, INGV, CSN (Chile, SENAPRED for civil protection), GeoNet, JMA). The software is provided "as is", without warranty of any kind (MIT License); the authors accept no liability for its use. Data are courtesy of their providers (USGS/ANSS, ISC/ISC-GEM, Global CMT, EMSC, CSN, and others) under their respective licenses and attribution terms. See Honest-Limits for the full epistemic context.
CAOS_SEISMIC · seismic.fasl-work.com · source · MIT
Conditional probabilistic seismic forecasting — forecasts, never predictions.
Overview
Methodology & History
Classical models
- Models-Classical · index
- Gutenberg-Richter-Law
- Omori-Utsu-Law
- ETAS-Model
- Reasenberg-Jones-Model
- STEP-Model
- EEPAS-Model
- Smoothed-Seismicity
- Brownian-Passage-Time
- Rate-and-State-and-Coulomb
ML & analytical methods
- Models-ML · index
- Temporal-Point-Processes
- RMTPP
- Neural-Hawkes-Process
- Transformer-Hawkes-Process
- RECAST-and-FERN
- CNN-Spatial-Models
- Graph-and-Recurrent-Networks
- Detection-vs-Forecasting
Models employed
Data
Architecture
Evaluation
Progress
Reference