The near-fault fling-step-type ground motion is a special type of long-period ground motion.For this kind of special ground motion

the current seismic code does not introduce the corresponding provisions

and there are few studies on the dynamic response of high-rise structures under the near-fault fling-step-type ground motion.Based on fifteen reliable near-fault fling-steptype ground motions

the incremental dynamic analysis（IDA）of a 30-story high-rise frame-shear wall structure is carried out by using Perform-3 Dnonlinear analysis software.The results show that the frequency components of near-fault fling-step-type ground motion are concentrated in the range of 0～2 Hz

and the value of response spectrum is obviously larger than that of ordinary ground motion in the middle-period and long-period.The maximum inter-layer drift is taken as structural requirement

and the quantification index limits for normal operation（NO）

immedi ate occupancy（IO）

life safety（LS）and collapse prevention（CP）structural performance level are 1/1160

1/575

1/361

1/55.The high-rise frame-shear wall structure designed according to the current codes can satisfy seismic fortification target of"no damage under minor earthquakes"under the near-fault fling-step-type ground motion whose intensity is equivalent to frequent earthquake

but can not meet the third performance level requirements of"no collapse under strong earthquakes"under the near-fault fling-step-type ground motion whose intensity is equivalent to rare earthquake.