The expression of the pile top reponse when subjected to transient force is given,and the effects of exciting force and degree of variable section on the pile top velocity response are studied respectively.
最后，获得了瞬态半个正弦波荷载作用下桩顶速度响应的半解析解，并且研究了激振力的持续时间、变截面程度对桩顶速度时域响应的影响。
参考来源 - 分层土中变截面桩振动问题半解析解的研究 SEMI·2,447,543篇论文数据，部分数据来源于NoteExpress
The probability density function of velocity response of oleo damper excited by exponential colored Gaussian noise has been obtained.
从而导出了油液阻尼器受指数型高斯色噪声外激励时的速度响应的概率密度函数。
The variations between both horizontal and vertical acceleration spectra, and velocity response with earthquake magnitudes have been compared.
对比了竖向和水平向加速度、速度反应谱及谱与震级的变化特征。
Then, a semi-analytical solution for the velocity response of the pile subjected to a semi-sine wave exciting force was derived by using invert Fourier transform.
利用付立叶逆变换，给出了半正弦脉冲激励下桩顶速度时域响应半解析解。分析了主要参数对响应的影响。
应用推荐