| 1. | Material strength factor , c
材料强度因素， c |
| 2. | Finite element verification for calculation of stress strength factors of pavement cracks with weight function
权函数法计算路面裂纹应力强度因子的有限元验证 |
| 3. | The sections " shape of the beam in the steel structure is mostly i . with thinking of the strength factor , it ' s necessary to make the beam web high and thin
钢结构的梁截面多为工字型，从强度方面考虑梁腹板宜做得高而薄。 |
| 4. | It is often desirable to restrict operations based upon the level of protection in place . the following shows how security strength factors ( ssf ) can be used
常常要基于适当的保护级别来限制操作。下面显示了如何使用安全强度因子（ ssf ） 。 |
| 5. | The pseudo - force method is applied to calculate the compressive strength factor of the kinky propagated crack with the effect of interaction among cracks taken into account
采用伪面力法计算了考虑相互作用的弯折扩展裂纹应力强度因子，并通过一些简化得到了显式的表达式。 |
| 6. | Theoretical analysis indicates that error probability of detector is independent of image itself , but only relies on the length of embedding watermarks and embedding strength factor
理论分析表明：检测器的误检测概率与图像本身无关，只取决于嵌入水印长度和嵌入强度因子。 |
| 7. | Embedding is selectively done in 8 x 8 blocks whose standard variance is less than the average of 8 - neighbor connective blocks " , and strength factor is determined by local image contents
水印有选择性地嵌入在那些标准方差小于8 -邻域方差均值的8 8块内，嵌入强度因子由图像局部内容确定。 |
| 8. | Since traditional certainty methods have some instinct limitations , this paper comprehensively considers the uncertainty of the friction strength value between the nail and soil , the strength factor of soil , and so on . after dealing with the factors and their relation , the reliability of the soil - nail retaining structure is analyzed and its calculating formula is educed
鉴于传统的确定性分析方法的局限性，本文综合考虑了土钉与土体之间的界面摩阻力强度值及土体强度参数等的不确定性，经过对各参数及参数间关系的处理，对土钉支护结构的内部稳定性进行了可靠度分析，得出可靠度的计算公式。 |
