| 1. | Machine foundations ; rigid foundations for machinery with periodic excitation
机器的底座.第2部分:周期性激励的机器用刚性底座 |
| 2. | Calculation method for effective length of flexible piles for composite foundation with rigid foundation
刚性基础下柔性桩复合地基有效桩长的计算方法 |
| 3. | Perfect elastoplasticity analysis of load - carrying behavior of deeply embedded rectangular rigid foundations
深置矩形刚性基础承载特性的理想弹塑性分析 |
| 4. | The axisymmetric mixed boundary - value problem of the vertical vibration of a rigid foundation on saturated layered soil subgrade
上覆单相弹性层的饱和地基上刚性基础竖向振动的轴对称混合边值问题 |
| 5. | In the course of conventional design , rigid foundation model is used usually for analyzing structural properties and dynamic response
在常规工程动力设计中，常采用刚性地基模型，分析结构的动力特性和动力响应。 |
| 6. | Considers structure response on rigid foundation and ssdi system , choose the basic factor and establishes membership function of the basic factor
比较刚性地基下和考虑土-结构相互作用效应的结构反应,为建立影响因素的隶属函数奠定基础。 |
| 7. | Moreover , a special contact problems implying herein the contact between deformable body and rigid body such as rigid foundation and base , rigid retaining wall and backfill is studied
此外，还对变形体?刚体接触进行了比较详细的讨论，刚性基础?地基、刚性挡墙?墙后土体之间的作用均属此类特殊的接触问题。 |
| 8. | Vertical dynamic impedances of piles and rigid foundations of arbitrary shapes , vertical dynamic interactions between pile groups and raft foundations , optimization of pile groups are studied in the thesis . 1
论文围绕群桩竖向动阻抗、任意刚性基础的竖向动阻抗、群桩与承台板的竖向动力相互作用及群桩的动力优化布置进行了系统的研究。 |
| 9. | Contracted with the calculations of dam in rigid foundation , the frequencies are lesson and periods of dam are lengthened because of elastic restraint of foundation . and under earthquake load , the maximum displacement of dam top is larger
与刚性地基下坝体计算结果相比，由于地基的弹性约束作用，坝体的自振频率降低，周期延长；且在地震荷载作用下，坝顶最大动位移增大。 |
| 10. | In the past many researchers studied dynamic stiffness and damping coefficients of surface and embedded rigid foundations of arbitrary shapes in the elastic homogenous half space . dynamic stiffness and damping coefficients were obtained by using regularly shaped foundations instead of arbitrarily shaped ones
首次提出利用动力相互作用因子求解均质弹性半空间上的任意形状的刚性明置和埋置基础的动刚度和阻尼系数的方法。 |
