| 1. | Analysis of dynamic stability with elastic support bars
具有弹性支座杆件的动力稳定性研究 |
| 2. | A new method to analyse free vibration of circular plates with oscillators or and elastic supports
拉压不同弹性模量结构的动力特性分析 |
| 3. | The affection of continuous bridge deck and elastic support to inner force of suspender is ignored
该设计忽略了桥面连续及弹性支承对吊索（杆）内力的影响。 |
| 4. | Using large - scale finite element software - ansys , the tusk set up finite element model of continuous beam on elastic support
本课题利用大型的有限元程序? ansys ，建立弹性支承连续梁有限元模型。 |
| 5. | An approach has been made upon problems of tuning natural frequency of variable stiffness elastic support of 3d vibration strengthening polishing vibration table
对三维强化、抛光振动台变刚度弹性支承调谐固频的问题进行了探讨。 |
| 6. | At last , the rigid modulus of elastic supports can be educed according to the deform numerical value of rigid plates which is measured in practice
最后，通过工程实际已测板的挠度，运用所编的程序，反算出刚性板板边弹性支撑的刚度系数。 |
| 7. | The calculation model of the first period dead load is beam with simply supported ends ; the calculation model of the second period dead load is continuous beam on elastic support
第一期恒载，计算模型为简支梁模型；第二期恒载以及活载，计算模型为弹性支承连续梁模型。 |
| 8. | Acoustics and vibration - laboratory measurement of vibro - acoustic transfer properties of resilient elements - dynamic stiffness of elastic supports for translatory motion - direct method
声学和振动.弹性元件的振动-声传输特性的实验室测量.平动用弹性支架的动态刚度.直接法 |
| 9. | The task sets up calculation model of continuous beam on elastic support according to erection order of bridge deck differently , which embody reasonably load of every suspender
本课题根据桥面施工顺序分别建立吊索（杆）内力计算模型，合理的体现了各吊索（杆）的受力情况。 |
| 10. | The hv , lv winding are assembled with the core , elastic supports are provided so as to enable the assembly to feature minimum influence ; by vibration and excellent features of impact - proof
高低压线圈与铁心组装时，均有弹性胶垫支承。整体具有减振功能和很好的抗短路冲击性能。 |
