Seismic risk mapping
- Jixel offers a service that allows the automatic identification of the seismic risk of a site, obtained through stratigraphy of soil, of simulated and of real earthquakes. The service is based on the SHAKYGROUND software, developed by IES and capable of simulating the effect of an earthquake on an urban or industrial area. SHAKYGROUND has been tested in real situations, so to verify the correctness of the simulations outcomes and the measured damages.
The service generates seismic risk maps on the basis of Vulnerability and Exposed Value, starting from the risk values obtained from the SHAKYGROUND outcomes. - The simulations outcomes are the seismological basis for the design of anti-seismic buildings and for the optimization of land planning. The SHAKYGROUND characteristics can identify in advance sites that are not suitable for building, and define more easily Emergency Plans in case of earthquakes. They also can guide the experts on the buildings dimensioning. The outcome spectrums generated by SHAKYGROUND may be directly compared to the spectrums foreseen by the law (e.g. EC8, US Building Code).
SHAKYGROUND is also available as a software suite for Microsoft Windows.
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How to use the service
Define the area of interest
PROVIDE OR REQUEST THE LOCAL STRATIGRAPHY (SIMULATIONS INVOLVES AN AREA)
CHOOSE THE EARTHQUAKE(S) FOR THE PROJECT
THE SOFTWARE SIMULATES THE RESPONSE OF THE AREA TO THE EARTHQUAKE
RESPONSE SPECTRUM AND SEISMIC RISK MAP ARE PROVIDED
OPTIONALLY A RISK MAP WILL BE PROVIDED
These data may be discussed with the costumer or defined within a more detailed project.
For each site:
1. Mean Maximum Acceleration
2. Peak Ground Acceleration
3. Mean Maximum Acceleration + Standard Deviation
4. Mean RMS Acceleration
5. Peak RMS Acceleration
6. Mean RMS Acceleration + Standard Deviation
7. Mean Maximum Speed
8. Peak Maximum Speed
9. Mean Maximum Speed + Standard Deviation
10. Mean RMS Speed
11. Peak RMS Speed
12. Mean RMS Speed + Standard Deviation
13. Mean Maximum Displacement
14. Peak Maximum Displacement
15. Mean Maximum Displacement + Standard Deviation
16. Mean RMS Displacement
17. Peak RMS Displacement
18. Mean RMS Displacement + Standard Deviation
19. Mean Acceleration Duration
20. Peak Acceleration Duration
21. Mean Acceleration Duration + Standard Deviation
22. Mean Wood Anderson Magnitude
23. Peak Wood Anderson Magnitude
24. Mean Wood Anderson Magnitude + Standard Deviation
25. Mean Local Magnitude
26. Peak Local Magnitude
27. Mean Local Magnitude + Standard Deviation
1. Mean Maximum Acceleration
2. Peak Ground Acceleration
3. Mean Maximum Acceleration + Standard Deviation
4. Mean RMS Acceleration
5. Peak RMS Acceleration
6. Mean RMS Acceleration + Standard Deviation
7. Mean Maximum Speed
8. Peak Maximum Speed
9. Mean Maximum Speed + Standard Deviation
10. Mean RMS Speed
11. Peak RMS Speed
12. Mean RMS Speed + Standard Deviation
13. Mean Maximum Displacement
14. Peak Maximum Displacement
15. Mean Maximum Displacement + Standard Deviation
16. Mean RMS Displacement
17. Peak RMS Displacement
18. Mean RMS Displacement + Standard Deviation
19. Mean Acceleration Duration
20. Peak Acceleration Duration
21. Mean Acceleration Duration + Standard Deviation
22. Mean Wood Anderson Magnitude
23. Peak Wood Anderson Magnitude
24. Mean Wood Anderson Magnitude + Standard Deviation
25. Mean Local Magnitude
26. Peak Local Magnitude
27. Mean Local Magnitude + Standard Deviation
And related response spectrums: