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SOIL-STRUCTURE INTERACTION EFFECTSIN TWO INSTRUMENTED TALL BUILDINGS

机译：两座高层建筑中的土壤-结构相互作用效应

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To estimate soil-structure interaction (SSI) effects in two instrumented buildings different models areexplored. Both system identification and analytical methods are used to calculate stiffnesses andfrequencies associated with SSI effects. The later include procedures from the Mexico City building codeas well as commercial software by mean of which piles group effects are also considered. Experimentaldata from two of the most significant and recent earthquakes recorded in the buildings are analyzed andcomparisons suggest interesting conclusions about analytical considerations and actual behavior of thebuildings and theirs foundations.
机译：为了评估两座仪器建筑物中的土壤-结构相互作用（SSI）效应，探索了不同的模型。系统识别和分析方法都用于计算与SSI效应相关的刚度和频率。后者包括墨西哥城建筑法规中的程序以及商业软件，通过这些程序还可以考虑桩群效应。分析了来自建筑物中记录的两次最严重和最近的地震的实验数据，比较得出有关建筑物及其基础的分析考虑因素和实际行为的有趣结论。

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