建筑桩基的有效应力地震反应分析：I—计算方法
摘要
According to the character of earthquake effect, superstructure and pile foundations, the research model of the earthquake response of building pile foundations is established. The model can consider the dynamic pile-soil-structure interaction. Based on Biot dynamic consolidation equation, which describes the two-phase porous media system dynamic interaction, the effective stress dynamic analysis with the model is recommended to predict the earthquake response of pile foundations. The calculation procedure is also reported in detail.
引用本文（GB/T 7714）
黄雨, 唐益群, 叶为民, 等. 建筑桩基的有效应力地震反应分析：I—计算方法[J]. 未知来源, 2000.
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