聯系位移 的英文怎麼說
中文拼音 [liánxìwèiyí]
聯系位移
英文
contact shift-
Through summarization for complicated geohydrology and engineering geology condition of research area, the non - stability 3 - dimension flow model of ground water and land subsidence model were established in this thesis. the coupled models of ground water and land subsidence were combined with a large series of water level observation and land subsidence information to debug the parameters and ascertain the models
兩者通過含水層的水位內在聯系耦合在一起，並根據研究區水文地質條件及抽水試驗資料，結合大量的水位觀測序列資料及地面沉降觀測資料對模型進行調參，標定地下熱水運移的三維有限元數值模型，所建模型可以對地下水水位及地面沉降同時進行模擬預測。_ _ _ _ uncertain factors of macroscale inversion analysis of displacements are summed up. associated inversion model containing non - deterministic factors is proposed, i. e. " deterministic inversion of differential equation + systematic optimization technique = non - deterministic inversion ". the systematic optimization technique includes direct operator optimization, direct numerical analysis optimization, measurement design optimization, measured data processing, in - ersion algorithm optimization, and inverse operator regularization, etc. when this associated inversion technique is used in displacements back analysis, uncertain factors can be processed quantitatively
歸納了宏觀尺度位移反演分析的不確定性因素，提出了容納不確定性因素的位移反演分析的聯合反演模式，即「微分方程確定性反演+系統性優化技術=非確定性反演」的模式，並具體論述了聯合反演模式的系統性優化技術，包括正演運算元的優化、正演數值分析的優化、測量設計優化、觀測數據處理、反演演算法優化、反演運算元處理等六個優化方法。Inversion analysis of measured displacements is used extensively in geotechnical engineering, structural engineering, information construction, and trauma diagnosis, etc. in this dissertation, parameters identification of original geostress and medium physical property in cavern, slope, tunnel and dam are taken as a cut - in point. macroscale inversion analysis of displacements and numerical solutions of inverse problems of mechanics are researched profoundly. scientific theories of multiscale problems are connected with numerical inversion approaches
本文以地下洞室、邊坡工程、隧道工程與大壩等領域的初始地應力參數和介質物性參數識別為切入點，對宏觀尺度位移反演分析和力學反演問題數值求解方法進行了比較深入的研究，並將多尺度問題科學理論和反演數值方法聯系起來，初步探討了結構性承載材料（如巖石、骨材料等）的多尺度力學模型及其反演方法。I, through comparing the research approach to analyze with the case, from culture, legal culture, legal changes and lead legal culture into meaning in which the economic law study set out of culture, on the basis that the theory is analyzed, particular background and reality formed and developed on the basis of the economic law, study and regard power culture and right culture as the economic law culture of two major key elements among them from the standing of angle of legal culture. from the meaning of the culture of economic law at the same time, necessity and feasibility of studying in culture of economic law, economic law characteristic modernity and national characteristic of culture, economic law culture with modern to rule by law civilized angle set about, carry on economic law analysis of culture ; secondly, certain difference exists in formulation and development of chinese and western economic law culture, the development of the culture of western economic law is shown as the cultural transition to power culture of the right rotates. with germany and historical retrospect and review, carry on real example investigate and combine western law sociology ideological trend research and western economic law culture of development, economic law of u. s. a., i inner link, the essence around the culture of eastern economic law is the power culture at the same time, its form of expression is confucian culture, the course of development is shown as the transformation to right culture of power culture, and golden mean culture is the inside information of china ' s economic law culture
筆者從文化、法律文化、法律文化的沖突與變遷以及經濟法制度的法律文化土壤的思路進行研究，在理論分析的基礎上，基於經濟法形成與發展的特定背景與現實，闡釋經濟法以社會本位為價值取向、以權利與權力均衡為主旨、以平衡協調為內核、以人為終極關懷的內涵;經濟法文化的路徑考察由經濟法文化演進與國家角色的變遷、經濟法嬗變中的平衡協調精神、經濟法文化孕育中的社會本位思潮、經濟法文化熏陶下的經濟法制度催生四個層面展開;經濟法文化的特性表現為現代性和民族性，經濟法文化與現代法治文明的關聯涵蓋兩個方面，挖掘發揚傳統法文化中的合理因素、警惕傳統法文化中不合理因素的侵蝕;由於中西經濟法文化的產生與發展存在一定的差異，西方經濟法文化的發展表現為權利文化向權力文化的過渡轉型，筆者以德國和美國經濟法發展的歷史性回顧與反思進行實證考察並結合西方的法社會學思潮研究與西方經濟法文化的內在聯系，同時圍繞東方經濟法文化進行探析，其表現形式是儒家文化，發展的過程表現為權力文化向權利文化的轉移，其中中庸文化是中國經濟法文化的底蘊。The change of the group member s real number will not affect the short number numbering plan so that members of the group can communicate with each other all the same. they only need to remember the internal short numbers to call the intended colleagues. when the short number numbering plan has changed, including the change of the real numbers corresponding to the vpmn numbers, the addition of new real numbers or vpmn numbers, etc., the group in question should inform the mobile operator of the change and the operator should change the service data accordingly
其目的是方便記憶和管理，短號碼可以標識唯一的一個集團成員（職位、工號等信息） ，當集團成員的真實號碼改變時可以不影響其短號碼的編號方案，這樣，集團內部的員工不會因移動通信終端真實號碼的變更而影響工作聯系，集團內用戶只要記住集團內部短號碼就可以找到他希望找到的用戶；當集團內部的短號碼編號方案發生變化時（包括vpmn號碼所對應的真實號碼發生改變、需要添加新的用戶真實號碼或vpmn號碼等情況） ， vpmn集團需將具體的變化內容通知運營商，由運營商對業務數據作相應的改變。For all long, however, they have been divided up in routine design that is taken at large by engineers, i. e., the rigidity relation and deformation correspond thereof are not considered so that the deformation and displacement from foundation are neglected, which will result in errors neglecting the restrained function to the warp of foundation due to the rigidity of the upper structure and the secondary stress of the upper structure because of different settlement from the foundation
而長期以來，工程界普遍採用的方法是將上部結構、基礎以及土體分割開來，不考慮各部分之間的剛度聯系和變形協調，忽略了基礎的變形和位移，從而忽略了上部結構剛度對基礎翹曲的限製作用，以及基礎的差異沉降對上部結構引起的次生應力，因而在安全性和經濟性方面都存在缺陷。Coupling beams between openings are the main plastic energy dissipation elements of coupled walls, but whether short coupling beams could ensure that shear failure would n ' t take place before coupling beams have reached certain displacement ductility or not, is still a problem of engineering which has n ' t been solved and is one of the critical problem of the code for design of concrete structures which remains to be solved
洞口連系梁是聯肢剪力墻的主要塑性耗能構件，但跨高比較小的連梁是否能保證在達到一定的位移延性之前不出現剪切失效，仍是目前我國工程界未解決好的問題，也是我國《混凝土結構設計規范》遺留下來有待解決的關鍵問題之一。Vpmn service is a service which allows group users to communicate with each other through abbreviated numbering or dedicated numbering plans over a private network of logic voice circuits, based on the public land mobile network ( plmn ) and the public fixed telephone network ( pstn )
虛擬專用移動網業務（以下簡稱為vpmn ）是在公用陸地移動通信網（ plmn ）和公用固定電話網（ pstn ）上建立一個邏輯話路專用網，通過縮位撥號、專用編號計劃等方式使企業、集團用戶群內進行相互聯系的網路。So, because of the distinctness of vertical displacement of each vertical member of the same floor, then member model is presented to analyzing the vertical vibration during the vertical seismic action
因此，由於各豎向構件在同一樓層處豎向位移不同，需要用串並聯多質點系模型來分析豎向地震作用下的豎向振動。From the global stiffness matrix of plane frame, condensing the static force and eliminating the coupling of vertical force and displacement and other broad sense force and displacement, obtained the vertical stiffness matrix of plane frame structures subjected to vertical earthquake action considering the influence of horizontal girds and nodal
從平面串並聯多質點系結構的總剛度矩陣中，採用靜力凝聚法，消去豎向力和豎向位移與其它廣義力和廣義位移之間的耦聯關系，得出框架結構在豎向地震作用下考慮水平梁和節點轉角影響的豎向剛度矩陣。Fourthly, the author has discribed environment monitoring technology relating to the effect of pile driving, and has proposed some operating index. at last, the problem of pile group is qualitatively analysed, some conclusions about soil displacement are obtained
最後，聯系工程實例對群樁施工中深層土體位移問題作了定性分析，總結出樁周土體位移變化的一般規律。At last, the stability switches of equilibrium and the global diagrams of bifurcation for a duffing oscillator with both delayed velocity feedback and delayed displacement feedback are studied by using the similar method as above
最後，研究了時滯位移反饋與時滯速度反饋聯合作用下duffing系統的平衡點的穩定性切換及全局hopf分叉。This paper discusses the basic principle and method of the design of the retaining structure with account into deformation controlling by analyzing the relationship between horizontal displacement, vertical subsidence, and basement uplift, by studying the mechanism of the deformation on retaining structure and the influencing factors. the author also provides a method for predicting the displacement of retaining structures by means of neural network
本文在總結深基坑工程設計與施工實踐的基礎上，提出了基坑支護設計方案優選方法，以變形控制為主對基坑支護設計方法進行了探討，分析基坑水平位移、垂直沉降與基底隆起的有機聯系，總結分析了影響圍護結構變形的影響因素，闡述了變形控制設計的基本原理與主要內容。To prevent pumping system stopping working, working without efficiency and being destroyed, so it is very important to monitor oil - well. the thesis dissertates the process of developing displacement - load sensor which collects displacement data and load data to form the indicator diagrams, researches the means based on rbf neural network of recognizing fault types, designs parts of hardware and software of the mainframe of the oil - well monitor and control system, and debugs the entire oil - well monitor and control system
為了防止抽油機故障停機、無油空抽、不法分子的蓄意破壞等情況的發生，因此對油井工況進行實時監控顯得尤為重要。本文論述了採集用於形成油井示功圖的位移和載荷數據的傳感器的研製，包括硬體電路和軟體的設計，對基於rbf神經網路的油井工況模式識別方法進行了研究，對監控系統主機的部分硬體電路及相應的軟體進行了設計，並對整個油井監控系統進行了聯調和測試。Drawing on the feminist object - relations theory and its analysis of the concept of autonomy, the following two chapters anatomize the two major principles implicated in the conception of state external sovereignty, namely, territoriality and non - intervention, and argue that because of their inner contradictions and the omnipresent relatedness in the world politics, these principles have never been made a reality and have been revised to a great extent, the most obvious instance being the predicament the third - world peoples have been in no matter in the colonial period or in the post - colonial period. the conclusion of this thesis is that the traditional conception of state external sovereignty should be replaced by the conception of relational sovereignty which emphasizes relatedness, care, and empathy
然後以女性主義客體關系理論及其對自主概念的分析為借鑒，解剖了國家對外主權觀念的兩大構成要素? ?領土性原則和不干涉原則所體現的認識論傾向，回顧了這兩大要素在世界政治實踐中遇到的困境和做出的修正、以及第三世界在追求主權的努力中所面臨的悖論，從而得出最終的結論：傳統國家對外主權觀念在充滿聯系性的世界中不可能真正實現，以女性主義思想為指導再造后的聯系性主權觀念應該在承認聯系性的本體地位的基礎上賦予關懷和移情以更重要的地位。Mr. lin tongyan first introduced the detail of irregular graphic in his book " the concept and system of structure ". moreover, in that book he also set some specific parameter for described how a structure will crashed because of that. when quality centre do not coincide with the stiffness centre, will cause a displacement at the same direction with layer components which have different shift, then the structure will torsion around floor ’ s stiffness centre, in some case, it will resulting in severe damage, even let the whole structure crashed
而由於結構形式、平面布置多種多樣，令結構自身抵抗扭轉的能力也有所不同，因此用同樣位移比標準，即「位移比不宜大於1 . 2 ，不應大於1 . 5 」來描述不同結構形式的不規則特性，可能失之於粗糙，不能很準確地反映出結構的抗扭能力，因此，設想對于結構是否應「被判定為嚴重不規則結構」的標準，應當聯系結構自身抵抗扭轉能力大小，予以綜合考慮和評價。Mounted on four four - meter - long legs for stability, these instruments will communicate with gps satellites to measure movement on the surface of the earth
這些儀器架在四根四公尺長的支柱上以求穩固，聯系著gps衛星以量測地表的位移。However, if the alternate attribute described below is set to shifted, then the quaternary strength level can be used to break ties among white space characters, punctuation marks, and symbols that would otherwise be ignored
但是，如果將替代屬性（在下面描述）設置為移位，那麼可以使用第四級強度斷開空白字元、標點和符號之間的聯系（否則會忽略） 。The experimental results showed that firstly, the distribution of resistiveity, mobility, carrier concentration, epd and ab - epd in gaas substrate was not uniform ; secondly, the distribution of electrical parameters depended on that of epd and ab - epd ; thirdly, mesfet devices performance correlated with ab microdefects ; last, as shown by pl mapping results, it is substrate with better parameters quality that could provide more chance to fabricate good mesfet devices
實驗結果表明， lecsi - gaas的電阻率、遷移率、載流子濃度、位錯密度和ab微缺陷分佈都不是均勻的，且電參數的分佈與ab - epd 、位錯密度分佈有關。製作的mesfet器件的性能參數分佈與ab微缺陷有明顯聯系。從plmapping測量結果可以看出材料的襯底參數好，則pl譜的強度高， pl譜均勻性也好，器件參數也好，就有可能製作出良好的器件與電路。The influence of skeleton curve and hysteretic curve on the simulate curves are analyzed. the paper chooses seven representatively models from lots of confinement models, and some different hysteretic rules are added to them. by dint of the program based on the column - beam element of the fiber model, material bank of the program established
利用此程序作為有力工具，以大量低周反復荷載下壓彎試件的試驗結果為標準，通過對試驗結果的計算機模擬分析，比較了各模型中骨架曲線及滯回規則的模擬效果，分析了材料應力應變曲線與構件力位移模擬曲線間的聯系以及影響這一聯系的因素。分享友人