最后,针对同样的结构体系,利用以上程序分别计算分析了在其他条件一致的情况下桩深、桩径对结构整体抗震性能的影响,得出结论。
At last, with the same model and the same conditions, the relationship between pile depth, pile diameter and the anti-earthquake ability of the structure was studied, some conclusions were made.
最后,针对同样的结构体系,利用以上程序分别计算分析了在其他条件一致的情况下桩深、桩径对结构整体抗震性能的影响,得出结论。
At last, with the same model and the same conditions, the relationship between pile depth, pile diameter and the anti-earthquake ability of the structure was studied, some conclusions were made.
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