A fundamental dual-zone continuum theory for dynamic soil-structure interaction.

A continuum theory for an improved characterization of dynamic soil structure interaction in the framework of three-dimensional elastodynamics is presented. Effective in demonstrating the importance of integrating free-field and near field effects under general soil and foundation conditions, a comp...

সম্পূর্ণ বিবরণ

গ্রন্থ-পঞ্জীর বিবরন
প্রকাশিত:Earthquake engineering & structural dynamics. 40, 9 (2011).
প্রধান লেখক: Pak, Ronald Y. S.
বিন্যাস: প্রবন্ধ
ভাষা:English
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