plane of structure 中文意思是什麼

plane of structure 解釋
結構平面
  • plane : n 懸鈴木屬樹木。n 1 平面，水平面，面。2 （知識等的）發達程度，水平，階段。3 【航空】機翼面；〈常 ...
  • of : OF ＝Old French 古法語。
  • structure : n. 1. 構造，結構；組織；石理，石紋。2. 建造物。3. 【化學】化學結構。4. 【心理學】（直接經驗中顯現的）結構性，整體性；整體結構。adj. -d ,-less adj.
  1. Cabc is a plane of symmetry of the cellular structure.

    CABC是這個格子結構的一個對稱面。
  2. Cabc is a plane of symmetry of the cellular structure

    Cabc是這個格子結構的一個對稱面。
  3. By emptying the above mentioned theoris and conclusions, this paper introduces detailedly the whole process of the compare and selection of cangzhou city gongrong road canal bridge ' s plan, design calculation and check of structure. the internal force calculation of the bridge adopts the program of plane member system ( bricas ), and it was checked by the program of brcad

    本文最後應用上述理論和結論，以大量篇幅詳細介紹了滄州市光榮路運河橋（下承式鋼管混凝土系桿拱橋）從方案比選到結構設計和計算、驗算的全部過程，以及施工中的要點，本橋內力計算採用平面桿系有限元計算程序， （交通部公規院的《橋梁設計綜合計算程序》 （ bricas4 . 0 ） ） ，並採用空間有限元程序（ brcad2 . 0 ）進行驗算。
  4. The main achievement has been obtained as follows in the paper : ( 1 ) most of class no. i and ii structure plane of the slope is steep dip and is more steep than the man - made slope, class no. i and ii structure plane do not compose latent local unstable block

    論文研究成果如下： （ 1 ）邊坡、類結構面以中陡傾角為主，且大多數大於邊坡開挖坡角。通過野外調研和理論分析，闡明工程邊坡開挖面附近， 、類結構面相互未組合成不利塊體。
  5. This paper, in allusion to damage of expansion joint of bridge, introduces a sort of new structure of jointless device - semi - integral abutment jointless bridge, and establishes model of general structure finite element of this bridge, and in details analyses its qualities of stress. the model considers the interaction of superstructure - substructure - soil. resistance of the soil behind abutment adopts still soil pressure and elastic resistance when the temperature rising, but active soil pressure when dropping. analysis of qualities stress of bridge includes of action of dead load, car load, temperature load of season character. taking an 100m length pc semi - integral abutment jointless bridge as instance, the paper establishes the model of plane frame by applying large common software - anasys, and analyses it by elastane and large deformation to imitate character of stress and deformation of general bridge. at the same time corresponding models of finite element of joint bridge and integral abutment bridge are established, and unique stress and performance of structure of semi - integral abutment jointless bridge are researched by comparing and analysing character of three different models under same loading, and controlling factor of design and constitution are generalized. in conclusion, for semi - integral abutment jointless bridge, on one hand shear, moment and deflection of the main beam and axis force of substructure are approximate with that of joint bridge, and integral stifmess of structure is increased and damage of expansion joint is eliminated, on the other hand there is axis force in main beam, shear and moment of substructure are bigger than that of joint bridge. in all this type of jointless bridge has rational stress and is worth of application and popularization

    半整體式橋臺無縫橋梁計算模型考慮了上部結構-下部結構-土的共同作用；臺後土抗力升溫時採用靜止土壓力加彈性土抗力，降溫時採用主動土壓力；分析橋梁受力性能時考慮了結構自重、車輛荷載和季節性溫變荷載的作用。以一座橋長100mpc半整體式橋臺無縫橋梁為實例，採用大型通用軟體ansys建立平面框架模型，進行彈性、大變形分析，模擬全橋受力和變形特點；同時建立與此對應的有伸縮縫橋梁和整體式橋臺無縫橋梁有限元模型，通過三種橋型同步加載對比分析，研究半整體式橋臺無縫橋梁獨特的受力特點和結構性能，總結其設計控制因素和構造要求。通過本文研究知：半整體式橋臺無縫橋梁主梁的剪力、彎矩、撓度和下部結構的軸力與梁式橋相近，結構整體剛度增大，併除去了伸縮縫病害；但主梁增加了軸力，下部結構剪力、彎矩較梁式橋大；綜合分析是一種受力合理有實踐和推廣價值的橋型。
  6. The gas layers are controlled by the faults in the direction east and west in the plane, and in the direction of north and south the connectivity is somewhat better, the wells of connection become more and the gas layers stand in the high place of structure

    氣田內氣層平面上東西向受斷層控制，南北連通性略好，連通井數多，且多分部在構造高部位。總體來講，八屋氣田具有氣層多，縱向上分佈較連續、橫向上分佈不穩定的特點，東西向主要以斷層隔擋，南北向受巖性制約。
  7. Optimal initial design of plane lattice structure with light roof

    輕屋面平板空間網格結構優化初設計
  8. From above analysis, the thesis gets conclusions as following : ( 1 ) the frequencies of multi - tower building are so dense and the coupling in each mode is so evident that the cqc method instead of srss should be used to calculate the seismic action effect ; ( 2 ) torsion effects is distinct between the modes of asymmetry multi - tower structure and it is necessary to take translation - torsion coupling into account ; ( 3 ) the effect of the enlarged base rigid on the seismic properties is very big, the rigid ratio of the enlarged base to towers in asymmetry multi - tower structure should be designed in a proper range ; ( 4 ) the distribution of plane rigid is asymmetry because of the asymmetry layout of towers. the torsion effects of structure not only result in large torsion internal force in vertical element resisting lateral displacement, but also make large influences on the stress of transfer plate and near floors, thus it is necessary to strengthen those floors

    通過上述分析，得出以下主要結論：多塔樓結構存在頻率密集現象，各振型間耦聯效應明顯，地震作用計算應採用cqc組合原則而不能簡單地採用srss組合原則；非對稱多塔結構的振型中，扭轉作用明顯，平扭耦聯效應值得考慮；裙樓剛度對整體結構的抗震性能影響很大，非對稱多塔結構宜控制裙樓與塔樓剛度比在適宜的范圍；非對稱多塔易導致平面剛度分佈不均勻，結構扭轉效應不僅在豎向抗側構件中引起較大的扭轉內力，對轉換層樓板應力有較大的影響，且延續至相鄰樓層，對相應樓層均應採取相應的加強措施。
  9. In the third part, the article talked about the basic conception of the knowledge type organization, namely, the new type organization structure under knowledge management, and character of organization structure as well as the application of learning organization. and then, the paper analyzed the organization foundation of knowledge management, and put forward a kind of networked, flat and flexible plane organization structure

    在文章的第三部分，論述了知識管理下的新型組織結構? ?知識型組織的基本概念、組織結構特徵、及學習型組織的應用；對知識管理的組織基礎做了全面的分析，提出了一種網路化的、扁平的、柔性化的平面組織結構。
  10. In case analysis, focusing an attention on enhancing the quality of managers, optimizing the organizational structure and implementing employees motivation strategy and aiming at solving the problem of low efficiency and lack of enthusiasm of the employees, it was put forward that management science, information plane, matrix structure trending and prompting participative management would be helpful to a high - quality, high - standard and high - efficiency management

    案例分析從管理者的素質、組織結構的優化及員工的有效激勵三方面著眼，針對組織效率低下，員工工作懈怠等問題，提出運用科學理論，建立信息平臺，優化組織結構，將參與式管理縱向延伸等方法與途徑，力求實現高質量、高標準、高效率的管理目標。
  11. The ratio of story shear rigidity as well as the equivalent lateral rigidity ratio of story above the transfer story to the story under the transfer story should be designed properly to avoid the transfer story becoming weak story, thus the shear walls and the columns in the large base will not yield before the elements above the transfer story ; ( 2 ) the translation - torsion coupled effects and the vibration in the plane should be considered in analysis of structure with large base and muti - towers

    轉換層的設計除應控制層剪切剛度比外，還應控制轉換層上部與下部結構的等效側向剛度比以避免薄弱層出現在框支層，保證地震作用下落地剪力墻和框支柱不先於轉換層上部結構進入屈服狀態；大底盤多塔樓結構的分析必須考慮平扭耦聯振動和樓板平面內振動的影響。
  12. The stiffness calculation of variable cross - section member in plane frame structure

    平面框架結構中變截面桿件的剛度計算
  13. Indicated by relevant documents, up to now, the method of modal flexibility curve has not applied to crack identification of the plane frame crackle of structure. so this thesis utilize this method to discern the plane frame structure crackle firstly

    有關文獻表明，迄今為止，柔度曲率法尚未應用於平面框架結構的損傷識別。因此，本論文利用該方法對平面框架結構的裂紋識別問題進行了初步探討。
  14. Atoms of the film by dc reactive magnetron with pt sputtered tend to plane ordinal structure. molecules of the the film by sol - gel with pt sputtered tend to be surface center structure as wo6. as results of ft - ir, the characteristic oscillation of the tungsten oxide sol - gel film with pdcl2 catalyst is more distinct with the higher temperature at the wave band

    這兩種方法結合制備的三氧化鎢摻雜薄膜中溶膠摻鉑樣品綜合了溶膠凝膠法與直流磁控濺射法的優點，其薄膜疏鬆多孔，充分快速響應了鉑催化劑離化的氫，具有良好的氫敏性能，是制備氫氣傳感器薄膜的首選方法。
  15. The exist - null combination method for the topological optimization of plane membrane structure

    平面膜結構拓撲優化的有無復合體方法
  16. 2. studying the semi - analytic method of plane sluice structure ' s calculation, and developing the corresponding software of calculation analysis and graphics transaction. based on the examples, the feasibility of the research method and the practicability of the developing software are demonstrated

    2對平面水閘結構計算的半解析法進行了研究，參與開發了相應的計算分析和圖形處理軟體；通過實例論證了所研究方法的可行性以及研製開發的軟體的實用性。
  17. The following task has been finished : ( 1 ) analysis the pier ' s seismic force theory and dynamics method. ( 2 ) resarch the computational model and method of the thin - wall hollow pier when it is predigested plane bar structure ; ( 3 ) the paper complete the program to compute the pier ' s seismic response, which can analyze pier ' s linear and nonlinear response, also its correctness has been validated. ( 4 ) use the program to compute some samples, some problems and their relevant resolvent have been offered

    本文完成了以下幾項工作： （ 1 ）分析了橋墩抗震計算的地震力理論和橋墩結構抗震動力學方法； （ 2 ）研究了將橋墩簡化為平面桿系結構時結構在地震作用下的計算模型和計算方法； （ 3 ）編制了薄壁空心墩地震反應分析程序，可以對橋墩線性和非線性反應作出分析，並驗證其正確性； （ 4 ）通過改變設計參數進行對比計算，提出了一些在橋墩抗震設計中應該注意的問題以及相應的解決方法。
  18. Because the reality modes of structure mostly are vertical direction arch truss vibration, so model vibrations in outer plane are restricted in analysis. in experiment, the front three modes of vertical directions are achieved through vibration exciter in the structure

    由於結構實際振型是以豎直方向的桁架振動為主，因此在分析時將模型平面外振動進行了約束，試驗中通過對結構進行激振，利用共振曲線測得結構豎直方向前三階振型。
  19. In this part, the author analyzed the obstacle of knowledge sharing one by one and designed a king of new channel of sharing for knowledge sharing, namely, set up knowledge community. at last, this article gave some views about how three kinds of knowledge type organization implement knowledge management strategy. the innovation point of this paper lies in : analyzing the hypothesis of knowledge man and its management method, doing overall analysis to the organization foundation of knowledge management, putting forward a kind of networked - flat flexible plane organization structure, raising the model of knowledge innovation and designing a kind of new channel of sharing for knowledge sharing

    本文的創新之處在於：對知識人假設進行了分析，其管理方法主要有充分放權、自主管理等；對知識管理的組織基礎做了全面的分析，提出了一種網路化的、扁平的、柔性化的平面組織結構；提出了知識創新的一般模式，從知識創新的個人及組織兩個層面分析了創新的過程；為知識共享設計了一種新的分享渠道，即知識社區，知識社區分為虛擬社區和實體社區兩個部分，目前，虛擬社區成為知識分享的一個新的亮點。
  20. In order to overcome the drawback of classical fixed boundary models, a finite element model of structure - foundation system has been suggested in this paper for the earthquake response analysis of frame structures, such as beams and columns, are described with plane - stress 4 - node quadrilateral parametric element, and foundations with plane - strain 4 - node quadrilateral parametric element

    為了正確處理結構?地基動力相互作用，改善以往固定邊界模型將地震能量全部陷入結構計算模型的不合理狀況，以框架結構為例提出了建築結構地震反應分析的有限元模型及透射邊界，模型中採用四結點平面應力等參單元模擬上部框架結構的樑柱構件。
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