2D Cross-Section: Andean Lithosphere & Wave Fronts (Click canvas to relocate rupture)
● Active Simulation
Live Wave Telemetry
P
S
Rayleigh
P-Wave Velocity
6.2 km/s
S-Wave Velocity
3.5 km/s
Peak Ground Accel (PGA)
0.48 g
Soil Amplification Factor
2.80x
Structural Response Model
Max Building Drift
14.20 cm
Dominant Period
1.25 s
High Structural Resonance Hazard
Preset State Loaded: Mw 7.2 Romeral rupture at 15 km depth beneath Bogotá Soft Clay Basin. Severe low-frequency resonance observed on high-rise structures (12 stories).