Park Seismic LLC, Shelton, Connecticut, Tel: 347-860-1223, Fax: 203-513-2056, Email: contact@parkseismic.com
Seismic Site Characterization (SSC) for Vs30m Evaluation

Most earthquake damage occurs due to ground amplifications which, for the same earthquake magnitude, change with ground stiffness at relatively shallow depths.  Based on
the premise established from study that the top 30-m influences most and the shear-wave velocity (Vs) is the best indicator of stiffness, the average Vs in the top 30 m
(denoted as Vs30m) is used as an important criterion in the design of building structures.  In general, a lower Vs30m would be subject to a greater ground amplification (and
suffer more damage from an earthquake).

The National Earthquake Hazard Reduction Program (NEHRP) established by the U.S. Congress in 1977 adopts this criterion and classifies a site into one of several different
categories.  The table below from NEHRP Provisions shows this classification.  
The International Building Code (IBC) published the same classification designations in 2000
as one of the parameters that should be accounted for in structural design.

•        Field survey for Vs30m  

•        How to calculate Vs30m

•        Site classes — examples from wind-turbine sites

•        Different methods to measure shear-wave velocity (Vs)

•        Services Park Seismic provides for Vs30m evaluation