| 1. | The curved surface analysis and reinforcement arrangement of bent draft - tube
水电站弯曲型尾水管曲面分析与钢筋布配 |
| 2. | Bending behaviors of functionally gradient piezoelectric curved cantilever was studied
摘要研究了弯曲型梯度功能压电悬臂梁的弯曲特性。 |
| 3. | Analytical solutions to a functionally gradient piezoelectric curved cantilever under external electric field
弯曲型梯度压电悬臂梁受外加电场作用时的解析解 |
| 4. | Stability analysis for non - sway composite frames with semi - rigid joints - part 2 connection rotation stiffness and examples analysis
弯曲型剪力墙动力分析的模态摄动法 |
| 5. | Based on the theory of elasticity , the exact solutions of functionally gradient piezoelectric curved cantilever were obtained
基于弹性力学理论，得到了弯曲型样度功能压电悬臂梁在受电场作用时关于力和电场的解析解。 |
| 6. | It is found that non - zero normal stresses exist in the gradient piezoelectric curved cantilever when the cantilever is subjected to an external voltage
研究表明，当受外加电压作用时，弯曲型梯度压电悬臂梁中存在非零的应力。 |
| 7. | Expression to determine the critical load of frames braced by flexural - typed bracings was presented . how the bracing beams influence the buckling modes of the frames when the bracing stiffness is increased was also investigated
进一步，根据弯曲型支撑刚度与框架临界荷载的变化关系，得到了使框架发生无侧移失稳的弯曲型支撑临界刚度的计算式。 |
| 8. | Theoretical analysis of systems was carried out where beams and columns were hinged rigid bodies while the vertical beams were elastic , then the analysis was extended to systems in which both the frames and the bracing beams were elastic
文章研究了弯曲型支撑?框架结构的稳定性。在刚弹性模型分析和大量有限元计算的基础上，建立了弯曲型支撑刚度与框架临界荷载的关系式。 |
| 9. | The plain watercourse to be harnessed emphatically , which is 266 . 7km long , is divided into three sections . the river section from xiaheyan to rencundu is unstable and divergent , and the one from rencundu to toudaodun is cooked , and the one from toudaodun to shizhui mountain is wandering
其中下河沿至仁存渡河段为非稳定性分汊型河道；仁存渡至头道墩河段为弯曲型河道；头道墩至石嘴山河段为游荡型河道。 |
| 10. | The research work about the local non - linear random vibration of engineering structure under earthquake excitation includes ; discrete hinge model combined with the pem and the elm is used to solve such non - linear problem which the bend - type hysteretic effect of some components is taken into account
对于工程结构地震作用下局部非线性随机振动，将离散塑性铰模型与虚拟激励法和等效线性化法相结合，求解这一类局部发生弯曲型滞迟效应的非线性问题。 |
