These solutions are then combined with the displacement compatibility between the pile and the surrounding soil to analyze the torsional behaviour of a single pile.
利用此基本解并考虑桩土位移协调条件,提出了层状地基中单桩扭转变形分析的解析方法;
The dynamic behaviour of the pile is presented as frequency response curves for displacement, stiffness, dashpot constant and damping ratio.
桩的动力特性用刚度、阻尼和位移的频率响应曲线来表达。
Based on the finite element displacement method, a finite element method on the analysis of mechanical behaviour of plane elastic materials is proposed in this paper.
本文提出了基于有限元位移法,有限元法分析平面弹性材料的力学行为。
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