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  1. Fawad Najam
    The existing Building Code of Pakistan (BCP) enforces a typical short-period shaped, UBC 97-based response spectrum which is a function of seismic coefficients Ca and Cv. These coefficients are further dependent on seismic zone factor (Z) and soil profile type. The BCP provides a table for seismic zones derived from a relatively recent PSHA study for all tehsils in the country, however, it doesnt provide the Standard Soil Profile Type Map to be used in conjunction with seismic zones. Is there any standard soil profile type map (or Vs30 map) for Pakistan? There are few individual studies on this topic, however, I am interested in a widely-accepted definition/assumption of soil profile types down to tehsil level. Thanks Fawad
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