感谢周立运同志对“地震时饱和砂土地基中管线上浮机理及抗震措施试验研究”一文 (以下简称“原文”)的讨论 ,下面对讨论文答复如下 ,与周先生进一步交流。( 1 )关于地震波形及其加速度取值土工建筑物的动力模型试验中由于模型相似率尚未很好解决 ,在模型材料、地震动输入、测? I would like to thank Comrade Zhou Lirun for his discussion on the experimental study on the pipeline uplift mechanism and anti-seismic measures in saturated sand foundations during an earthquake (hereinafter referred to as the “original”). The following reply to the discussion is as follows, and further exchange with Mr. Zhou. (1) On the seismic waveforms and their acceleration values ​​In the dynamic model test of geotechnical buildings, the model similarity is not well solved because of the similarity of the model materials.