Abstract：
One works cultural palace is an out-of-codes high-rise building, which is an abnormal structure in horizontal and vertical direction. Frame-shear wall structure is used as the main structural system. According to Technical specification for the concrete structures of tall building（JGJ 3—2010）, the performance-based seismic design was adopted in the design of complicated structures. The article introduces in detail the performance objectives, seismic measures, elastic time-history analysis, static elasto-plastic pushover analysis, etc. The results indicate that the building can achieve the anticipated performance objectives.
