According to the need of design code for anti-seismic of engineering constructure, the bedrock peak acceleration rate and response spectrum of exceeding probability of 63%, 10% and 2% are given respectively and seismic motion parameters are also calculate
According to the need of design code for anti-seismic of engineering constructure, the bedrock peak acceleration rate and response spectrum of exceeding probability of 63%, 10% and 2% are given respectively and seismic motion parameters are also calculate
按工程建筑物抗震设计规範要求，分别给出了50年63%、10%和2%超越概率水平的基岩峰值加速度及反应谱，计算出地震动参数，为该电力设备站建设提供了抗震设计依据。