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on the foundation相关的网络例句

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This article takes the Marxism Humanics and Western Stimulation theory as its foundation stone .It also takes the Marxism Humanics as its guide thought and philosophical foundation which constitute the Stimulation Management Mode . Through reflecting on the traditional Stimulation Mode and studying the logical foundation of stimulation of teachers in elementary and middle schools ,we deeply reflect on the Tradition Stimulation Mode and its thought and attribute the problem of stimulation strategy to the loss of the humanity and the pinch of the value pursuit .From the reality of Chinese culture and modern school culture .we use the essential thought in the Western Stimulation Theory for reference and set a definition on Stimulation from the philosophical view ,that is ,the subject takes the corresponding stimulation mode according to the understanding of the stimulated object needs ,acts on the motivation ,purpose and action of the stimulated and consequently satisfy the purpose of the subject .

本文以马克思人学理论和西方激励理论为理论基石,以马克思人学思想作为建构激励管理模式的指导思想和哲学基础,通过对传统激励模式的反思,通过对中小学教师激励的逻辑基础的研究和外在因素的研究,对传统教师激励模式及思想做深刻反思,将传统中小学教师激励策略问题归结为人文性的缺失和价值追求的匮乏,并从中国文化、现代学校文化实际出发,借鉴西方激励理论中的精华思想,从哲学的视角定义了激励的内涵是行为主体根据对激励对象需要的理解而采取的相应的刺激方式,作用于被激励对象的动机、目的、行为,从而满足行为主体的目的。

The main results of the study are obtained as follows:1 In order to analyze and study the physical and mechanical characteristics of Lianyungang marine soft clay deeply, large numbers of basic mechanical characteristics tests and tri-axial shear tests are completed.2 In order to investigate the loaded and failure characteristics of the cement-soil, the cement-soils for the different ratio and different cure time are studied in the laboratory, and their unconfined compression tests and tri-axial shear tests are performed.3 Based on the solution of one-dimension consolidation, the one-dimension consolidation of the double-layered foundation is solved for two-grade loading in virtue of transcendental equation; Simultaneously, the one-dimension consolidation of the double-layered foundation is solved by means of Laplace transform for two-grade loading, and Stehfest numerical transform is applied in Laplace's inverse transformation; Furthermore, according to the practical foundation shapes, the consolidation models of the soil between piles and the substratum are built and solved respectively.4 The effect of each parameters on the consolidation of the double-layered foundation is discussed, and the solution of load transfer method for double-layered foundation is applied in A1-A4 section of Lian-Xu expressway. The results of calculating settlement of the double-layered consolidation theory are basic agreement with the measuring settlement results.

取得了以下几方面的研究成果:1针对连云港海相软土进行一维固结和三轴剪切试验,深入分析连云港海相软土的物理力学特性。2模拟水泥土搅拌桩施工,在室内制备不同配比、不同龄期的水泥土试样,并进行无侧限抗压试验和三轴剪切试验,揭示水泥土的受力特性及破坏特性。3运用超越方程,以双层地基一维固结解析解为基础,推导出二级加荷条件下双层地基的固结解析解;同时,通过荷载传递法并借助Laplace变换对双层地基的固结问题进行了数值求解;此外,根据实际的地基结构,建立了桩间土和下卧层的固结模型并分别进行求解分析。4分析探讨了双层地基中各参数对双层地基固结的影响程度,并运用荷载传递法的解答计算了连-徐高速公路A1-A4标水泥土搅拌桩处理段的六个断面,计算结果与实测数据有较好的一致性。

Firstly, the meaning of dynamic analysis on the steam turbine-generator set foundation is pointed out. Review and comment on the present research on dynamic analysis of domestic and international steam turbine-generator sets are presented Then a dynamic calculating model of the framed foundation of the steam turbine-generator set is set up based on finite element theory. Then dynamic analysis methods are put forward based on dynamics theory. The dynamic design of the foundation of the specific 12,000KW steam turbine-generator set is carried out.

论文首先指出汽轮发电机组基础动力分析的意义,并对国内外汽轮发电机组基础动力分析的研究现状进行了回顾及评述;其后,利用有限元原理建立了汽轮发电机组框架式基础的动力计算模型,根据动力学理论对该模型提出了自由振动分析和动力响应分析的方法,针对某工程12000KW汽轮发电机组的动力基础进行了动力设计。

Problems of single footing are classifying about results、determination of dimension of combinational column on combinational foundation、determination of bending moment on superface of combinational foundation and determination of partly press area when there is angel between column and foundation; the problems of strip foundation are determination of torsional moment on some section in checking torsion resist.

独立基础中的问题主要是基础计算结果的归并、双柱合并基础合柱尺寸的确定、双柱合并基础顶面弯矩的求法及柱相对基础有转角时局部受压计算底面积的确定;柱下条形基础的问题是抗扭验算中总扭矩不为0情况下截面扭矩的确定。

By the numerical analysis of the ultimate bearing capacity of two- and three-dimensional footing under combined loading mode, the results show that the effect of alteration of underground water lever on bearing capacity of three-dimensional foundation is more than on that of two-dimensional foundation, the effect of soil gravity on bearing capacity of three-dimensional foundation is more than that of two-dimensional foundation. At the same time, the numerical calculation process of ABAQUS indicates that whether the geostatic stress is balanced or not has great effect on the numerical convergence. In view of the effect extent of dilation angle of soil on the ultimate bearing capacity and the failure pattern of foundation, the condition of two-dimensional plane strain is higher than that of the three-dimensional foundation.

复合加载模式下,通过对三维矩形基础和二维条形基础进行数值分析,结果表明:黏性土地基中地下水位的变化,对三维矩形基础极限承载力的影响程度高于对二维条形基础的影响;在求解地基极限承载力的过程中,土体重度对三维矩形基础的影响明显高于对二维条形基础的影响,同时ABAQUS数值计算过程表明,地基土体地应力能否合理平衡,对数值求解过程中是否收敛有很大的影响;就土体剪胀角对地基极限承载力的影响程度而言,二维平面应变情况下土体剪胀角对极限承载力的影响比三维情况下的影响更明显,即土体剪胀角对条形基础极限承载力的影响高于三维矩形基础。

For the frame foundation beam with prestressed anchor cable on the linearly elastic Winkler foundation model, elastic two-constant foundation model and isotropic elastic half-space foundation model, the thesis puts up the finite element computation model which can consider the harmonious deformation of the beam and foundation and the influences between the prestressed anchor cables. The limit design idea of the cable foundation beam has been brought out, which can ensure the safety of the beam with the limit capability of the anchor cable. The computing procedure has been given and programmed.

给出了包括线弹性Winkler地基模型、双参数线弹性地基模型以及各向同性弹性半空间体地基模型上预应力锚索地梁有限元力学计算模型,该模型能同时考虑地梁与岩土体的协调变形,各锚索预应力之间的相互影响,并据此编制了计算程序;考虑到锚索地梁的工作特点,提出了锚索地梁的极限状态设计思想,在充分发挥锚索承载力的同时保证了地梁的安全,给出了其具体计算过程和有限元程序。

The identification authentication mainly completes is two levels of managers' identification authentications, the division different user uses this software the right; The data manipulation module mainly completes the student to synthesize the information the input, looks up shifts includes: The student information, the student result, the student bedroom information, the student party member information, the student cadre information, the student comment the superior information and so on; The foundation data module mainly completes to each is the specialized establishment and this sysop's establishment (includes: Increase, deletion user).

身份验证主要完成的是二级管理员的身份验证,划分不同用户使用该软件的权利;数据操作模块主要完成学生综合信息的录入、查询(包括:学生信息、学生成绩、学生寝室信息、学生党员信息、学生干部信息、学生评优信息等);基础数据模块主要完成对各系专业的设置和本系统操作员的设置。

The fourth chapter implements a contrast between the tow Partitas on the foundation of the research and study in the second chapter and third chapter, make a comparison and summary to its general and specific creation characteristics, and expound the music value contained in the two works.

第四章是在第二章和第三章分析研究的基础上对两首帕蒂塔进行对比,并对其创作共性和特性进行比较和总结,阐明两首作品自身所蕴含的音乐价值。

Co-founder, the famous inventors, KUOK holographic patented invention Therapy Professor Guo Jinye people through eight years of painstaking research, traditional Chinese medicine in the motherland on the foundation of modern high-tech means to develop the invention of holography KUOK treatment device, for cervical spondylosis, bone hyperplasia, low back pain, stroke sequelae, rheumatism, rheumatoid arthritis, femoral head necrosis, kidney disease, stroke and other sequelae of intractable disease has a unique effect, created a "self-treatment, without needle , transdermal delivery, direct lesions "holographic therapy of traditional Chinese medicine, Chinese medicine therapy holographic holographic creation and KUOK therapeutic apparatus has been the birth of dozens of party and state leaders spoke highly of, was awarded three patents and National Chinese patented technology New Product Expo Gold Medal awards, etc., so that millions of patients benefit from it.

公司创始人、著名发明家,郭氏全息治疗仪专利发明人郭金业教授历经八年时间的艰苦攻关,在祖国传统中医药的基础上结合现代高科技手段,研制发明了郭氏全息治疗仪,对颈椎病、骨质增生、腰腿痛、中风后遗症、风湿、类风湿性关节炎、股骨头坏死、肾病、中风后遗症等各种顽固性疾病具有独特疗效,独创了&自我治疗、无需下针、透皮给药、直达病灶&的中医全息疗法,中医全息疗法的创立和郭氏全息治疗仪的诞生得到了数十位党和国家领导人的高度评价,荣获三项国家专利及中国专利技术新产品博览会金奖等国内外多项大奖,使数百万患者从中受益。

Based on the foundation of anatomizing the structure of robot, taking full advantage of parallel move performance of the double triangle boom of the rock-drilling robot ac-cording to the condition of the diversification of the boomend location brought by the change of each joint, integrating the knowledge of robot kinematics, an expert system is established to adopt the personate means, that is" the first toorientate the end, then to orientate the location "to realize the speediness orientation.

作者在分析凿岩机器人钻臂结构的基础上,利用钻臂的双三角支架的空间平移性能,根据各关节变化所引起的钻臂端部位姿的变化,综合机器人学中运动学知识,建立一个专家系统,采用拟人化的方案———&先定点,再定位姿&,解决凿岩臂的快速定位问题,以实现描述各关节位置的变量的快速逆运算。

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