The correlation of the peak acceleration for both earthquake hazards and site intensity was analyzed.
分析了记录的峰值加速度与震害及场地烈度的对应关系。
The seismic zoning map was worked out separately by use of earthquake intensity and peak value of horizontal acceleration of bedrock.
区划图是分别用地震烈度和基岩水平加速度峰值来编制区划的。
The equivalent viscous-elastic model was used to calculate and analyze 2d seismic responses of the Mengyejiang Concrete Faced Rockfill Dam under the conditions of earthquake peak acceleration of 0.
采用等价粘弹性模型，对勐野江面板堆石坝进行了地震峰值加速度为0。
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