modulus of section

modulus of section的基本解释

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剖面模数, 截面模量, 截面模数, 断面系数

与modulus of section相关的网络例句 [注：此内容来源于网络，仅供参考]

According to the change regularity of deformation modulus, combining with the rock mass structure characteristic of region studied, using interpolation method, the deformation modulus of rock mass in 36# adit can be deduced. The average vertical deformation modulus of rock mass during 0-70 zone is 39Gpa, and the horizontal deformation modulus of rock mass is 51. 3GPa in nature stress state and 50.8GPa in engineering load state. The average vertical deformation modulus of rock mass during 70-140 zone is 32. 2Gpa, and the horizontal deformation modulus of rock mass is 41GPa in nature stress state and 42. 6GPa in engineering load state. It will be a good reference of engineering design and evaluation.

9根据节理岩体变形模量变化规律，结合研究区岩体的结构特点，采用插值的方法对36号平硐岩体进行变形模量的推测，得到0-70段岩体的平均铅直向的变形模量为39GPa，水平向的变形模量：天然应力状态下为51.3GPa，工程荷载作用下为50.8GPa；70-140段岩体的平均铅直向的变形模量为32.2GPa，平向的变形模量：天然应力状态下为41GPa，工程荷载作用下为42.6GPa，这为工程设计、评程设计、评价等提供了必要的参考。

Results of analysis show that Generalized Paris Law can consider the complex crack propagation in the material of the pavement structure. The fatigue life of the pavement increases with increasing thickness of surface layer in a power function. Use of a thicker surface layer may extend the service life of the asphalt pavement. The fatigue life increases with decreasing modulus of surface layer in a power function with a negative exponent. However, since reduced modulus would scarify the structural strength and might cause rutting-related distress, caution should be taken when using low modulus materials for improving fatigue performance of asphalt pavements. The fatigue life increases with increasing modulus of base material in a power function. However, the fatigue life can not infinitely increases with increasing modulus of the base.

计算与分析表明：广义Paris公式可以考虑沥青路面结构内材料复杂的裂缝扩展：沥青面层的疲劳寿命随着面层厚度的增加以幂函数的形式增加，适当增加沥青面层厚度可以提高路面的使用寿命；沥青面层的疲劳寿命随着面层材料模量的降低以负指数的幂函数形式增加；由于材料模量的降低将牺牲路面的整体强度并可能引起路面车辙类损坏，以此提高疲劳寿命的方法应慎重对待；沥青面层的疲劳寿命随着基层材料模量的增加呈幂函数的形式增加，但由疲劳方程可以看出，寿命并不是随基层材料模量的增加而无限的增加，疲劳曲线在经过一个上升段后，逐渐趋于一个常数值，这说明，这时基层模量对寿命已不作关键性贡献；随着底基层厚度的增加，面层的疲劳寿命近似地呈线性函数增加，但效果并不很明显。

The paper is structured as follows: section 1 provides an introduction of practical background, research issues, related notion, research framework, research method and innovation points. Section 2 presents related literature review and comments. Section 3 focuses on the research on the factors of industrial environment and networking backgrounds which influencing dualistic-innovation of clustered firms, and puts forward the hypothesizes; Section 4 is the empirical research that inspect and verify the authenticity of hypothesis proposed in section 3; section 5 concentrates on research on coordination mechanism of dualistic-innovation for clustered firms; section 6 is another empirical research that exam the theoretical derivation of section 4; followed by section 7, the conclusion and suggestion for government policy and further research.

论文的主要内容如下：第一章是绪论，介绍研究的现实背景、研究问题、x相关概念、研究框架、研究方法和创新点等；第二章是对文章所涉及的创新领域研究文献的回顾与评述；第三章是网络视角的集群企业二元式创新的影响因素研究，分析影响集群企业二元式创新活动的产业环境和网络环境的关键因素及其作用机制，并提出相应的命题假设；第四章是对应的实证分析，检验上一章提出的二元式创新影响因素的命题假设成立与否；第五章是网络视角的集群企业二元式创新的协调方式研究，提出相应的协调模型和具体的运行机制；第六章同样是对应性的实证分析，检验集群企业二元式创新协调方式的理论推导；第七章是结论、建议与未来的研究展望。

与modulus of section相关的网络解释 [注：此内容来源于网络，仅供参考]

modulus of shearing：剪力模数

剖面模数 modulus of section | 剪力模数 modulus of shearing | 剪力弹性模数 modulus of shearing elasticity

plastic section modulus：塑性斷面模數

plastic range 塑性范围 | plastic section modulus 塑性断面模数 | plastic section modulus of beam 梁之塑性断面模数

bulk modulus：本体模量

杨氏模量 Young's modulus | 本体模量 bulk modulus | 剪切模量 shear modulus