| 1. | End board thickness to beam column board end node connection rigidity influence research
端板厚度对梁柱板端节点连接刚度的影响研究 |
| 2. | Duing to high stiffness , the joint is frequently regarded as rigid connection
又由于其具有较高的连接刚度而常常被当作完全刚性的节点来处理。 |
| 3. | The results show that moderate lateral link stiffness between cars will do no harm to train dynamic curving behavior
适当的横向连接刚度对列车的曲线通过性能是无害的。 |
| 4. | Through simulation the dissertation analyzes the effect of connect stiffness , load inertia , pressure - flux coefficient to the active load system and surplus force ( torque )
通过仿真,分析了连接刚度、负载惯量、总的压力流量系数对主动加载系统和纯多余力的影响。 |
| 5. | The analytical results show that the effect of connected rigidity between main part and hanger on response is remarkable , and the frequency range increases if hung floors
悬挂结构主体结构之间的连接刚度对频率的分布和振型的性质有重要影响，悬挂楼层后，体系的频域范围扩大。 |
| 6. | The smaller connected rigidity is , the more obvious the distinguishing of modes of hanger and main parts is . it is the opposite swing of hanger that makes main parts achieve vibration absorption effect
连接刚度较小时，悬挂和主体的振型明显分成两部分，悬挂部分相对主体作相反运动使主体达到减震的目的。 |
| 7. | Adjusting stiffness experimentation of jingyuan power sation ' s # 2 set indicat that to adjust the stiffness of joint and structure can resolve the problem of set ' s quiver on some condition
通过靖远电厂# 2机组发电机刚度调整试验表明，在一定条件下，通过调整机组的连接刚度和结构刚度，可以有效的解决机组的振动问题。 |
| 8. | The paper studies the effect of end - plate to initial connection stiffness , ductility failure of beam , strength of panel zone and contact states itself through analysis of different thickness of end - plate in the extended end - plate connection . 3
对节点中不同厚度端板的静力分析，深入研究了端板对节点的初始连接刚度、梁的延性破坏、柱腹板承载力以及其本身接触状态的影响； 3 |
| 9. | But results from studis of r . hansan and n . kishi have shown that only when the initial stiffness of connection is more than 105 . 05 kn - m / rad , the joint is considered as rigid connection , otherwise it should be dealt with semi - rigid connction
但根据r . hansan和n . kishi等人的研究表明，当螺栓端板连接的初始连接刚度大于10 ~ ( 5 . 05 ) kn - m rad时，这种连接才可以看作是刚性连接，否则就应将其视作半刚性连接。 |
| 10. | ( 3 ) the negotiation performance of the vehicle and the train are investigated under rigid and elastic track conditions . the effect of track stiffness , track damping , lateral link stiffness and damping between cars on train ( vehicle ) dynamic curving behavior are described
探讨了轨道刚度和轨道阻尼对列车（车辆）曲线通过性能的影响情况，并研究了列车中各车之间的横向连接刚度及横向连接阻尼系数对列车的动态曲线通过性能的影响趋势。 |
