Site amplification describes how local ground conditions can increase (or decrease) the shaking intensity of an earthquake compared with a reference rock site. Soft sediments, low shearβwave velocities, and basin geometry all act to concentrate seismic energy, producing larger ground motions at the surface.
The most common empirical representation links the amplification factor (A) to the shearβwave velocity of the top 30β―m of soil (Vs30) and a reference velocity (Vref) that typifies a hardβrock site. An exponent (k) captures the sensitivity of amplification to the velocity contrast and may vary with magnitude, frequency, or site class.
Accurately estimating A is essential for seismic hazard assessments, buildingβcode design, and retrofit decisions because it directly scales the input groundβmotion parameters used in structural analyses.
What is site amplification in seismology?
How does soil type affect seismic amplification?
What is the relationship between Vs30 and site amplification?
How do I interpret the amplification factor (A)?
What factors can decrease seismic amplification?
Why is understanding site amplification important in earthquake engineering?
Can you provide an example of how to use this calculator?
Results are for informational purposes only and do not constitute professional advice.
