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结构稳定性

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The study's findings indicate: the unconfined compressive strength of red sandstone is mainly lined with compaction rate, pore distribution and condition of being linked with grains and the above factors have a more notable impact on its unconfined compressive strength; grains' area ratio and Euler number decrease as a whole, pores' directionality gradually increases, stability of its internal structure reduces.

研究结果表明:红砂岩的单轴抗压强度主要与密实程度、微孔洞等缺陷的分布情况及颗粒之间的联结状态有关,随着红砂岩风化程度的增强,以上各因素对其单轴抗压强度的影响将更加显著;随荷载的增加,红砂岩的颗粒面积比例及欧拉数总体上趋于减小,孔隙分布分维趋于增大,内部结构的稳定性不断降低。

Lifts organization, the amplitude organization, the rotation organization and walks all to have respective motor or the hydraulic cylinder. The arm uses the box shape expansion and contraction structure. In order to increase the stability of the hoist crane when lifts heavy objects and not to pour out, leg are installed on the hoist crane.

起升机构、变幅机构、回转机构和行走机构都有各自的液压马达或液压缸,吊臂采用箱形伸缩臂式结构,为了增大起重机在起重作业时的稳定性和不倾翻,在起重机上安装了支腿。

By applying the proposed control law to discrete-time variable structure control systems, the stability of origin and steady of systems are better than the exponential rate reaching law and proportional-constant-variable rate reaching law.

应用该趋近设计变结构控制系统,其原点的稳定性和系统的平稳性都优於指数趋近律和比例-等速-变速趋近律。

The design of rotational device of array detector makes it possible for measuring laser facula with high spatial resolution and low cost.

旋转系统本身的特性要求机械和电路设计采用特殊的结构以解决系统的稳定性。

The research results of this project will have extensive application in the failure mechanism and stability analysis of rock and soil engineering structure.

本项目的研究成果在岩土工程结构的破坏机理和稳定性分析中有着广泛的应用前景。

Plan of construction of system should provide high reliability, stability, open sex, expansibility, application dependability of Wu of kimono of adaptability, feebleminded bad news, manageable sex, systematic exterior is beautiful, have good sexual value to compare.

系统结构方案应提供高可靠性、稳定性、开放性、扩展性、应用适应性、低能耗、易管理性和服务可靠性,系统外型美观,并具有良好的性价比。

So it is possible to determine the stability of fibre structurefrom the testing results of dynamic mechanical properties.

所以,可从动态力学性能的测试结果,推断纤维结构的稳定性。

With consideration of various analysis methods for reinforced embankment, the model of homogeneous earth slope is setup on the base of Finite Element Method. Using ANSYS-APDL language, the nonlinear finite element program for static analysis of the high reinforced embankments is made in this paper.

在综合考虑加筋路堤各种分析方法的基础上,利用ANSYS的APDL语言,建立了基于有限元法的加筋路堤参数化模型,编写了对加筋路堤进行稳定性分析的非线性有限元程序,并且综合各种影响因素对加筋路堤结构进行优化设计。

LES cooperated with the second order full extension ETG finite element method is applied to simulate three typical problems concerned with convection heat transfer with sufficient experimental data. By comparing the numerical results with the experimental results, LES is proved to be of better accuracy and stability when it is used to solve the problems concerned with convection heat transfer. The time history of the flow field and temperature field can be reflected better, and abundant information of the fields can be obtained. Furthermore the details of the change in the vortex structure can be captured.

应用大涡模拟与二阶全展开ETG有限元离散格式相结合的方法对具有实验基础的三个典型对流换热问题进行了数值模拟,并将模拟结果与相应的实验结果进行对比,证明了大涡模拟应用于对流换热问题中具有较高的稳定性和精度,能够较好地反映流场和温度场的时变过程,提供丰富的温度场和流场信息,捕捉流场中旋涡结构的变化细节,尤其适合于边界形状复杂的区段内含有大尺度各向异性涡的流动和换热问题的计算。

On the basis of gathering data from previous study and researching the stabilization and reinforcing technique of the typical high slope in west approach road, through in-situ tracking investigation and monitoring to the west road, and by way of studying the interaction between slope body and anchoring structure, monitoring data, the result of grey prediction and fuzzy comprehensive assessment, and adopting the idea of integrating prototype investigation and indoor experiment analysis, mechanism analysis and simulation research method, safety factor analysis and interacting relationship study, in-situ monitoring and safety evaluation, and using the theories of engineering geology, geotechnique, rock body mechanic, finite element method and fuzzy mathematics, this paper studies the long-term safety of the typical high slope specially.

本文在收集前人研究资料的基础上,采用原型调研与室内分析相结合、机制分析与模拟研究相结合、安全系数分析与相互作用关系研究相结合、现场监测与安全性评价相结合的思想,通过对鹧鸪山隧道西引道典型高边坡的现场跟踪调研与监测,运用工程地质、岩土工程、岩体力学、有限元理论、灰色系统理论、模糊数学等先进理论和方法,在对西引道典型高边坡的稳定性、整治与加固技术研究的基础上,通过边坡地质体与锚固结构相互作用分析、边坡监测数据分析、边坡变形灰预测分析以及模糊综合评判等途径,重点对治理后的典型高边坡的长期工程安全性进行了系统深入的研究。

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