Through The Japanese case that they prevent earthquake damage by using seismic design, we design a building that before reform seismic design and conduct a seismic design evaluation.
For detail evaluation, we use Nonlinear Static Analysis and find performance point that using by Capacity Spectrum Method of procedure B and Displacement Coefficient Method.
We compared performance point of Capacity Spectrum Method of procedure B and target displacement of using Displacement Coefficient Method. Consequently we obtain a result that those are similar.
Result of understanding each element performance level that base on performance point, some elements are unsatisfactory. Thus, We have come to conclusion that re-evaluate after reinforce structure.

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