此外，又根据砂土的结构和压缩特性，初步提出了开敞式有效应力动力分析方案。
The distinction between liquefaction and incipient failure has been clarified. Furthermore, a preliminary scheme of open-type effective stress dynamic analysis method is proposed.
提出了采用瞬态动力分析计算松拉金成组叶片动应力的方法。
An algorithm to calculate the dynamical stress of loose lashing wire grouped blade with transient dynamical analysis method is proposed.
本文应用基于多重剪切塑性本构模型和液化状态面的有效应力分析方法，探索了液化场地微型斜桩的抗震性状和桩土动力相互作用机制。
Herein an effective stress analysis method using a multiple shear plasticity model and a concept of liquefaction front was used to investigate the static and dynamic.
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