| 1. | Analysis of slab ' s moment influenced by rigidity ratio of beam and slab
梁板抗弯刚度比对板弯矩的影响分析 |
| 2. | Dynamic stiffenss ratio
动刚度比 |
| 3. | The stiffness ratio of ring beam to pile affects the maximum value of moment near the bottom of excavated pit
圈梁的抗弯刚度与桩的刚度比对桩身弯矩特别是坑底附近的最大弯矩值也有很大影响。 |
| 4. | In addition , based on the example of one actual building , the program is used to calculate the earthquake responses of the building with six assumed different lateral stiffness ratio
同时，结合工程实例，计算了六种不同侧向刚度比条件下结构的弹塑性动力反应。 |
| 5. | Case study shows that rational determination of the friction coefficient and the stiffness ratio of these two kinds of bearing is helpful to obtain good effect of vibration isolation
实例计算表明，选择合适的摩擦系数和2种支座的刚度比，可以得到性能较好的隔震结构。 |
| 6. | In order to avoid the soft storey effect induced by the irregular distribution of the infill walls , the best method is to control the ratio of the lateral stiffness between the soft storey and neighboring storey
要避免因填充墙不均匀分布引起的薄弱层效应,最有效办法就是控制结构在薄弱层附近的侧移刚度比。 |
| 7. | In the end , we used this procedure to analyze the influence of the oblique angle to the bearing points and inter - force , and discuss the influence of the ratio ( the bending moment to the wrest moment ) to the skew bridge
最后利用该程序分析了斜交角对支点反力以及梁内力的分布影响，讨论了弯扭刚度比对格栅梁的影响。 |
| 8. | After changing the ratio of spans and the thickness of the walls of the double thin - wall pier , parameter analysis is processed under dead load and annual temperature change and sunshine temperature differential
然后，通过改变跨径比与墩梁刚度比设计基本参数，进行结构在自重荷载、年温度变化和日照温差三种荷载工况下的受力分析。 |
| 9. | Also the influences of the length , diameter , and the ratio of the stiffness of pipe to the stiffness of soil on the bearing mechanisms are discussed . based on these , some useful conclusions are reached
然后从桩长、桩径以及桩土刚度比等角度分析了其对单桩承载力、内外侧摩阻力、桩端平面应力分布、轴向荷载传递、桩身截面位移等的影响。 |
| 10. | Floor rigidity has relations not only to floor stiffness , but also to stiffness and location of anti - shear member . neither floor length to width ratio nor stiffness ratio of floor to shear wall should be the guild line of rigid floor
不能单纯地根据楼板的长宽比的范围来确定楼板是否为刚性楼板，也不能简单地根据楼板与剪力墙的刚度比来判断楼板是否为刚性楼板。 |
