| 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. | Flexural stiffness of member
构件抗弯刚度20 |
| 3. | Flexural rigidity of the plate
板的抗弯刚度 |
| 4. | Testing of paper and board - determination of the bending stiffness - part 1 : length of natural frequency method
纸和纸板的试验.测定抗弯刚度.第1部分:固有频率长度 |
| 5. | Bridges " damage degree was simulated with the percentage of reduction of bending r igidi ty
V元抗弯刚度m的降低壮模拟，不同损伤程度用抗弯1训度折减的百分比1表示。 |
| 6. | 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。 |
| 7. | Secondly , the calculation mode about bending rigidity of reinforced concrete ( rc ) member and src member is analyzed
分析比较了国内外钢筋混凝土构件及劲性钢筋混凝土构件抗弯刚度的计算模式。 |
| 8. | High - rise structure is a kind of structures whose height - to - width ratio is quite large with comparatively flexible bending stiffness
高耸结构是一种高宽比较大，结构抗弯刚度相对较柔的构筑物。 |
| 9. | However , the taut string theory may cause unacceptable errors in many applications by ignoring the cable sag and bending stiffness
但弦理论没有考虑拉索的垂度和抗弯刚度，在很多实际应用中将带来不可接受的误差。 |
| 10. | Furthermore , the formula of bending stiffness of multi - walled carbon nantubes ( mwcn ) has been derived via a quasi - continuum mechanical method
基于单壁碳纳米管的分析结果，提出了一种新的计算多壁碳纳米管抗弯刚度的方法，并推导了多壁碳纳米管的抗弯刚度公式。 |
