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Mixed Boundary-Value Analysis of Rocking Vibrations of an Elastic Strip Foundation on Elastic Soil with Saturated Substrata

机译：饱和地层弹性地基上弹性条形基础振动的混合边值分析

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Xiaohua Ma; Zhenyu Wang; Yuanqiang Cai; Changjie Xu;
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1. Mixed boundary-value analysis of rocking vibrations of an elastic strip foundation on elastic soil with saturated substrata [J] . Ma X., Wang Z., Cai Y., Journal of applied mathematics . 2013,第Pta2期

机译：饱和地基弹性土上弹性条形地基摇摆振动的混合边值分析
2. Mixed Boundary-Value Analysis of Rocking Vibrations of an Elastic Strip Foundation on Elastic Soil with Saturated Substrata [J] . XiaohuaMa, ZhenyuWang, YuanqiangCai, Journal of applied mathematics . 2013,第5期

机译：饱和地基弹性土壤上弹性条形基础摇摆振动的混合边值分析
3. THE AXISYMMETRIC MIXED BOUNDARY-VALUE PROBLEM OF THE VERTICAL VIBRATION OF A RIGID FOUNDATION ON SATURATED LAYERED SOIL SUBGRADE [J] . 陈胜立, 陈龙珠应用数学和力学（英文版） . 2002,第002期

机译：饱和地基上刚性基础竖向振动的轴对称混合边值问题。
4. Free Vibration Analysis for Step Tubular Structures of Tall Buildings Supported on Elastic Foundation Soil [C] . Xiao Zhenyan, Gong Yun, Gong Yaoqing International Conference on Civil Engineering, Architecture and Building Materials . 2012

机译：弹性基础土支撑高层建筑步进管状结构的自由振动分析
5. Mixed boundary-value problems of stress singularities in the neighbourhood of a fractured and debonded fibre embedded in an infinite elastic matrix. [D] . Mbanefo, Uyammadu. 1987

机译：嵌入无限弹性矩阵中的断裂和脱粘纤维附近的应力奇异性的混合边界值问题。
6. Three-Dimensional Vibration Analysis of a Functionally Graded Sandwich Rectangular Plate Resting on an Elastic Foundation Using a Semi-Analytical Method [O] . Jie Cui, Taoran Zhou, Renchuan Ye, 2019

机译：基于半解析法的弹性梯度地基功能梯度夹心矩形板的三维振动分析
7. Vertical vibration of an elastic strip footing on saturated soil [O] . Cai YQ, Cheng YM, Au SKA, 2008

机译：弹性地基在饱和土上的竖向振动
8. Two-Dimensional Analysis of Stress and Strain in Soils. Report 4. Dynamic Response of Strip Footing on Elastic-Plastic Soil [R] . Rao, H. A. B., Hoeg, K. 1967

机译：土壤中应力和应变的二维分析。报告4.弹性塑性土壤条形基础的动力响应

Mixed Boundary-Value Analysis of Rocking Vibrations of an Elastic Strip Foundation on Elastic Soil with Saturated Substrata

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