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。

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.

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名单中所列出的19座大坝被水平地面加速度峰值大于0.3 g的地震震毁，其中包括原来所列名单中的5座大坝。

Now 19 DAMS are listed in table 1 that were shaken by peak horizontal ground accelerations (PHGA) greater than 0.3g. The new list includes five DAMS from the original table.

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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 seismic zoning map was worked out separately by use of earthquake intensity and peak value of horizontal acceleration of bedrock.

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