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The parameters have certain characteristics that are of practical interest.

**Pseudo-spectral
acceleration **

Consider a quantity *A* for a SDOF system

Let *A*/*g* be called
base shear coefficient or lateral force coefficient. It is used in building
codes to represent the coefficient by which structural weight is multiplied to
obtain the base shear. *A* is the peak pseudo-acceleration. A
pseudo-acceleration response spectrum is a plot of *A* as functions of *T _{n}*.

The parameters have certain
characteristics that are of practical interest. The pseudo-spectral velocity *S _{pv}*
is close to spectral velocity

Evaluation of spectral displacement *S _{d}* by
the use of Eq. 17.9a after numerical integration of Eq. 17.2 is to be carried
out to obtain the time history response

Tags : Civil - Structural dynamics of earthquake engineering

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