1. Feature overview
MAPRISE's seismic simulation feature visualises, for representative earthquake scenarios in Kyushu, the distribution of JMA-equivalent seismic intensity on a 1 km mesh and the collapse probability of individual buildings. It is currently published as the Phase 2-A simplified version.
Main capabilities
- Heatmap display of intensity mesh by selecting one of 6 assumed earthquake scenarios
- Per-building collapse probability layer for 17 major Kyushu cities (integrated with the PLATEAU 3D city model)
- Presentation of scenario assumptions and reference data
- Scenario- and location-based Q&A via the AI chat
2. Data used
| Data type | Source / provider |
|---|---|
| Assumed earthquake scenarios (epicentre, magnitude, fault length, etc.) | Headquarters for Earthquake Research Promotion / Cabinet Office Central Disaster Management Council / Fukuoka Prefecture and other municipal damage estimation reports |
| Surface geology (basis for empirical amplification) | AIST Seamless Geological Map V2 |
| 3D building models (year built, structure, height, etc.) | MLIT Project PLATEAU |
| Mesh / administrative boundaries | MLIT National Land Numerical Information |
3. Reference literature and models
The calculation logic is informed by widely-cited public models and papers in earthquake and building engineering, including:
- Si, H. and Midorikawa, S. (1999) "Attenuation relationships for peak ground acceleration and velocity considering fault type and site condition" (Journal of Structural and Construction Engineering, AIJ)
- Empirical site amplification research by Fujimoto, K., Midorikawa, S. et al. (the amplification model bundled with AIST Seamless Geological Map V2)
- Sudo, A., Yamazaki, F., and Matsuoka, M. (2019) Systematic building damage function research (earthquake engineering conference proceedings)
- Active-fault and seismic source models related to the National Seismic Hazard Maps published by the Headquarters for Earthquake Research Promotion
4. Outline of calculation logic
Detailed implementation is not disclosed, but the overall flow consists of the following three steps:
STEP 1: Source → engineering bedrock
Given a selected scenario (epicentre, magnitude, fault length, etc.), an attenuation relationship is used to estimate peak ground velocity (and similar) at engineering bedrock (Vs ≈ 400 m/s equivalent) at the centre of each 1 km mesh cell.
STEP 2: Engineering bedrock → ground surface (intensity)
Empirical site amplification factors per surface-geology unit, based on AIST Seamless Geological Map V2, are applied to obtain peak ground velocity at the surface of each mesh cell, which is then converted to JMA-equivalent seismic intensity.
STEP 3: Surface intensity → per-building collapse probability
Year-built, structure, and height attributes from PLATEAU 3D building data are combined with mesh-level intensity through a damage function to compute a collapse probability for each individual building.
5. Important notices
- This feature is an R&D prototype. Outputs are for reference only and do not guarantee actual shaking or damage during an earthquake.
- For final decisions on disaster prevention, evacuation, and seismic capability of buildings, please prioritise JMA announcements, municipal hazard maps, and assessments by qualified professionals (structural engineers, seismic diagnosis specialists, etc.).
- This feature only visualises approximate intensity and collapse probability. It is not suitable for earthquake-insurance rating, as a substitute for seismic diagnosis reports, or for use in administrative procedures.
- Target scenarios, geographic coverage, and building data coverage will be expanded over time. Locations or buildings outside the current scope are shown as "no data".
6. Roadmap and collaboration with academic institutions
Going forward, MAPRISE plans to collaborate with universities and public research institutions specialising in earthquake engineering, geotechnical engineering, and structural engineering — to benchmark the validity of the calculation models and to introduce more advanced damage functions and site amplification models.
- Expanding the scenario set (additional inland active faults and subduction-zone events)
- Expanding building data coverage (filling areas not yet covered by PLATEAU)
- Benchmarking damage functions and site amplification models in partnership with academia
- Backward verification against past earthquakes (e.g., the 2016 Kumamoto earthquake)
Research institutions and specialist engineers interested in collaboration are welcome to reach out via the contact form.