synthesis 0.1: what future? - reluis · 2014-05-29 · goals • to archive and to distribute...
TRANSCRIPT
SYNTHESIS 0.1: what future?
Napoli 27 Marzo 2014
Pacor F., D’Amico M., Luzi L., Puglia R., Russo E., Gallovic F.
GOALS
• To archive and to distribute through the WEB synthetic waveforms
• To promote the use of synthetic seismograms as integration to
the observed ground motion
• To furnish an usable tool for – Scientific purpose
» Analysis of Ground Motion variability » Integration Ground Motion Prediction Equation
– Seismic risk mitigation » Damage scenarios » Microzonation
– Engineering application » Seismic input definition for the structural design
WHAT IS SYNTHESIS? …. a synthetic waveforms repository
http://synthesis.mi.ingv.it/
Synthetic database ensures a) Trasparency b) Repeatibility c) Data availability
Progetto Reluis (20010-2012), Progetto INGV-DPC S3 (2005 – 2007)
WHAT IS SYNTHESIS? ….a relational database management system (Mysql®)
SCENARIOS
SYNTHETIC WAVEFORMS
STATIONS
Using the structure of ITACA!
HOW IT WORKS? ….. the database structure
http://dyna.mi.ingv.it/synthesis/
References
Scenarios
Synthetics Waveforms
Stations
13
11
10
EXPLORING SYNTHESIS scenarios search
Search Criteria
Link to scenario details
EXPLORING SYNTHESIS scenarios details
Waveform detail Ground Motion Parameters Link to Stations
Link to waveforms
EXPLORING SYNTHESIS station search
EXPLORING SINTESIS synthetics waveforms search
EXPLORING SINTESIS synthetics waveforms search
EXPLORING SYNTHESIS scenario gallery
DATABASE POPULATION
IRPINIA FAULT Some numbers 3 simulation techniques: HIC, EXSIM, DSM We include 54 scenarios for each technique 6 nucleation points x 3 rupture velocities x 3slip
distributions 144 virtual observers
24084 waveforms!!!!!
NEW STRATEGY
• Selection of synthetic waveforms based on specific features of the ground motion parameters
Freq
(a)
mean
a
maximum
a
compatible with a predictive equation
COSENZAEXAMPLE
Length
(km)
Width (km) Average displacement
(m)
M7 37 26 1.4
M6 13 9 0.4
M5 4 2.7 0.13
• Cosenza case study:
Three seismic sources were simulated, able to generate events of magnitude M equal to 5.0, 6.0, e 7.0
2 2.4 2.8 3.20
10
20
30
40
50
M12 2.4 2.8 3.2
0
10
20
30
40
50
M3
2 2.4 2.8 3.20
0.5
1
1.5
2
2.5
G2
2 2.4 2.8 3.20
10
20
30
40
50
M5
M #Nucleation
Point
#rupture
velocity
#k #stress
drop
#modeled
fault
#simulation
7.0 27 3 3 1 1 243
6.0 9 3 3 1 5 405
5.0 1 1 3 4 13 156
1.2 1.6 2 2.4 2.80
4
8
12
16
20
M11.2 1.6 2 2.4 2.8
0
10
20
30
40
M2
1.2 1.6 2 2.4 2.80
0.4
0.8
1.2
1.6
G2
1.2 1.6 2 2.4 2.80
10
20
30
40
M5
M 7 R 0km M 6 R 4km 1.6 2 2.4 2.8 3.2
0
10
20
30
40
M11.6 2 2.4 2.8 3.2
0
10
20
30
40
50
M3
1.6 2 2.4 2.8 3.20
0.4
0.8
1.2
1.6
G2
1.6 2 2.4 2.8 3.20
20
40
60
80
M5
M 6 R 0km
50° percentile PGA
ID_source 7030 (M7.0)
Massimo Valore PSA 1 Hz
ID_source 6030 (M6.0)
Cosenza scenarios
1 simulation technique: DSM
We simulate 648 scenarios (M 7 and M6), but we include
55 waveforms!!!!!
Proposal
For each scenarios-park
• To establish selection criteria to include synthetic seismograms based on the statistical distribution of the ground motion parameters (i.e. mean, median, percentiles, etc.); Max 5 – 10 synthetics for each observer;
• To populate the database with strong motion parameters for all scenarios
• To reduce the number of virtual observers
• To provide all synthetic dataset on demand
Generator of slip rates
Gallovič & Brokešová, 2007
Source model
Basic idea
• The earthquake source is coherent at low frequencies (short
wavelengths), while incoherent at high frequencies (long wavelengths)
Such a coherent model would overpredict the high-frequency directivity effect!
Subsource distribution
and slip
Moment rate a source spectrum
L0 = 0.2L
Examples of slip rates
L0 = 0.2L
Seismograms and spectra
L0 = 0.2L
Seismograms and spectra
L0 = 0.05L
Drawbacks of the present version
• Constant rupture velocity over the fault
• Does not estimate/correct stress drop
• Rupture on small-scale subsources starts from the middle (not from a random point)
References
• Bernard, P., Herrero, A., 1994. Slip heterogeneity, body-wave spectra, and directivity of earthquake ruptures. Ann. Geofis. XXXVII, 1679–1690.
• Bernard, P., Herrero, A., Berge, C., 1996. Modeling directivity of heterogeneous earthquake ruptures. Bull. Seism. Soc. Am. 86, 1149–1160.
• Gallovič, F., Burjánek, J. (2007). High-frequency Directivity in Strong Ground Motion Modeling Methods, Annals of Geophysics, Vol. 50, N. 2, 203-211.
• Gallovič, F., Brokešová, J. (2007). Hybrid k-squared Source Model for Strong Ground Motion Simulations: Introduction, Phys. Earth Planet. Interiors, 160, 34-50.
• Gallovič, F., Brokešová, J. (2004). On strong ground motion synthesis with k^-2 slip distributions, J. Seismology, 8, 211-224.
• Herrero, A., Bernard, P., 1994. A kinematic self-similar rupture process for earthquakes. Bull. Seism. Soc. Am. 84, 1216–1228.
• Ruiz, J. A., D. Baumont, P. Bernard, and C. Berge-Thierry (2011). Modeling directivity of strong ground motion with a fractal, k-2, kinematic source model, Geophys. J. Int. 186, 226–244.