混合數據結構 的英文怎麼說

中文拼音 [húnshǔjiēgòu]
混合數據結構 英文
hybrid data structure
  • : 混形容詞1. (渾濁) muddy; turbid2. (糊塗; 不明事理) foolish; stupid
  • : 合量詞(容量單位) ge, a unit of dry measure for grain (=1 decilitre)
  • : 數副詞(屢次) frequently; repeatedly
  • : 據Ⅰ動詞1 (占據) occupy; seize 2 (憑借; 依靠) rely on; depend on Ⅱ介詞(按照; 依據) according...
  • : 結動詞(長出果實或種子) bear (fruit); form (seed)
  • : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • 混合 : (攙雜在一起) mix; blend; mingle; admix; mixture; mix up; interfusion; commixture; blending; cre...
  • 數據 : data; record; information
  • 結構 : 1 (各組成部分的搭配形式) structure; composition; construction; formation; constitution; fabric;...
  1. The thesis has summarized the development of the oblique - pull bridge, its construction technology and the importance of bridge construction control, then has introduced project general situation, and has narrated detailed regulation, organization construction, the major work and difficult part of this bridge construction control. the following is the key part of this thesis, firstly, it has introduced the experiment work of early stage, structural calculation and its theoretical result : the absolute altitude of each operating mode, the absolute altitude of building mould in each section and the absolute altitude after pouring concrete ; then, it has discussed the method and content of the line shape control of the main beam, actual absolute altitude of building mould is put forward, and it has described the method of structural stress monitoring, how to arrange measure point and collect data, and how to analyze data. it has also narrated the method of rope force detection and structural temperature inspection

    本論文在總了斜拉橋的發展及其施工工藝,並指出了橋梁施工控制的重要性之後,簡要的介紹了工程概況,敘述了炳草崗金沙江大橋監控細則、組織機及監控的主要工作和難點部分;論文的核心部分,在介紹了炳草崗金沙江大橋施工控制與監測工作的前期實驗工作和施工各工況標高、各節段支模標高、澆注凝土后的標高的計算和其理論計算果之後,詳細論述了主梁的標高線形控制方法和內容,實際支模標高的提出,應力監控的方法、布點、測讀及其對測讀理分析方法,索力檢測和溫度監測的方法。
  2. A one - dimensional oceanic mixed layer model with the m - y level - 2. 5 turbulence closure schemes is employed. the rate of energy loss by breaking waves is estimated by parameterization and incorporated into the model as a source of turbulence kinetic energy ( tke ) by modifying the existing surface boundary condition of tke equation. the velocity field and turbulence energy budget are calculated under different forcing conditions ( the results given below are for a wind speed of 20 m / s. )

    採用一維2 . 5階湍封閉層模式,根化方法對波浪破碎導致的能量耗散率進行了估計,通過改變湍動能方程的上邊界條件引入波浪破碎對湍動能生成的影響,計算了不同風應力強迫下的層流場和湍能量收支(下述給出的果是取風速為20m s得到的) 。
  3. Output can be obtain, next we use our designed the wavelet soft threshold to select result of the wavelet transform, finally, we give the selected result reversal wavelet transform. it is obvious : the wavelet soft threshold is important to improve the quality of the gray image processing. i give the donoho wavelet soft threshold a modified value method, which has a relation with ratio of signal - noise. i made full use of discrete hop field single feedback neural network, and nonlinear steady of automatic system at last, i obtained a steady limited ring, give the energy function an order differential a optimal

    我的思路是:改造現有圖形,先建立能反映信噪比大小且含待定參k的表達式,然後通過離散型h0pfi舊單層反饋神經網路,再前邊的濾波器成一個非線性控制系統,寫出對應的網路函,利用相平面法和李雅普諾大穩定性的判,得到一個穩定的極限環,從而確定出參卜的范圍,進而再對原來的小波軟閾值進行修正,用修正後的值作為小波閾值。
  4. The important meaning in which this direction studied has lain in establishing the connection between the material science of concrete and civil engineering, analyse the strength in terms of material microcosmic or the mesoscopic, have important meaning to understanding, know the essential law of the strength of concrete. this text divides six chapters altogether. chapter one reviewed the pore structure in nowadays domestic and international research current situation, including the concrete examines research, research of the pore structure model and the research current situations of pore structure and strength relation of the pore method, have introduced some most important achievements of structure research of pore ; chapter two narrated much yardstick of the material mesoscopic structure of concrete and principle of examining pore technology of material of concrete, and the commonly used sign parameter in discussedding the pore and material pore of quito of cement and analyse, have explained that the influence factor of mip to the result of study of pore, has pointed out the limitation in mip in the pore structure ; analyse porosity and strength relation development course of model emphatically, and has carried on comparative analysis to the existing model, has pointed out the weak point of the original model ; on the basis of " ing integrate synthetically ", propose concrete pore structure compound body model and pore physical model of systemlex body ; chapter five carried on the corresponding test data to compares to the model parameter appearing in model of chapter four with and analyses, have received k value of the characteristic of strength of matrices of reflecting according to the method to return to analysis, and calculate the influence produced on the strength of concrete in revision that can probed into the content of cement, elastic mould and surface energy, exactness of the inspection model ; chapter six is the conclusion, according to studying the survey this text to some research conclusions of the pore structure and making corresponding prospect to the structure development of pore

    第一章回顧了孔在當今國內外的研究現狀,包括凝土測孔方法的研究、孔模型的研究及孔與強度關系的研究現狀,介紹了孔研究方面的一些最重要的成果;第二章敘述了凝土材料細觀的多尺度性及凝土材料測孔技術的原理,並討論了水泥基多孔材料孔隙分析中常用的表徵參,也說明了壓汞法測孔對研究果的影響因素,指出了壓汞法在孔研究中的局限性;第三章是著重分析了孔隙率與強度關系模型的發展歷程,並對已有的模型進行了比較分析,指出了原有模型的不足之處;第四章在「綜集成」的基礎上,提出了凝土孔體模型和孔系統的物理模型,並模擬了該模型下由各單體並聯形成的復體的斷裂過程,最後根所建模型編制了相應的計算程序,可根輸入的孔徑分佈與水泥含量等參,實現凝土理論強度的計算;第五章對第四章模型中出現的模型參進行了相應的試驗對比分析,根回歸分析的方法得到了反映基體強度特徵的k值,並從理論上探討了水泥含量、彈性模量和表面能的修正對凝土強度計算產生的影響,檢驗模型的正確性;第六章是論與展望,根研究綜述了本文對孔的一些研究論並對孔發展作了相應的展望。
  5. Some typical schemes are implemented via this data structure ( loop subdivision, catmull - clark subdivision, do - sabin subdivision, hybrid subdivision, adaptive subdivision ). the technique of opengl is utilized to accomplish some basic operations, such as rotation, zoom, pan, pick and so on. finally the algorithms studied by our research group are integrated, and a prototype system based on subdivision surface is developed

    ( 4 )改進了適於曲面細分的的翼邊,並實現了典型的細分演算法( loop細分、 catmullclark細分、 doo - sabin細分、細分、自適應細分) ;採用opengl技術實現了旋轉、縮放、平移、拾取等圖形的基本幾何操作;最後將本課題組研究成果加以集成,開發了一個基於細分曲面的原型系統。
  6. Before studying the concrete composite deck pavement, we introduce the basic theory of touching analysis, and come up with the realization of touching analysis in the fem analysis considering the touch of concrete bridge cover plates, asphaltum concrete overlay with bridge cover etc. connect with the experiment on the spot of bridge, the software ansys is used to solidity modeling and analyzing an assembly simply supported bridge before adding overlap, after adding overlap etc., and study the influence of adding overlap on the underside bridge structures

    在進行裝配式凝土簡支板橋復鋪裝的探討性研究前,先介紹了接觸分析基本理論,並提出了考慮凝土橋面板板間接觸、瀝青凝土加鋪層與橋面接觸等接觸分析在有限元分析中的實現思路。一座裝配式簡支板橋現場試驗,採用ansys對該橋在加鋪前後進行了實體建模與計算分析,討論了瀝青凝土加鋪層對下部物的影響。
  7. This paper focuses on the research of the stress mechanism of the ribbed shell structure in statics, dynamics and under the explosive load on the basis of the engineering practice of cave depot of single aircraft. in this paper, according to the classical shell theories, the basic differential equilibrium of the ribbed shell structure and the finite element analysis of 3d rippled plate are established, in which the function of annular ribs reinforcement bars and 3d ripped steel plates are distributed in the range of the steel, and the functions along the longitude direction of tension, bending, and torsion are neglected ; applied with dynamic analytical theory, the dynamic model of ribbed shell structure and the analytical theory model of elastic - plastic are set up ; the triangle series method is used to solve the displacement and stress under the distributed load and the concentrated load of the ribbed shell structure

    本文以軍用機場地面單機掩蔽庫工程建設為工程背景,首次對內襯三維波紋鋼板凝土拱型復的受力機理進行了靜力、動力和爆炸荷載的分析研究。根將橫肋、鋼筋及三維波紋鋼板的作用均勻分佈在殼體范圍內的情況,忽略橫肋、鋼筋及三維波紋鋼板沿殼體母線方向的抗拉、抗彎及其抗扭作用,首次推導出了內襯三維波紋鋼板凝土殼體的微分平衡方程,建立了有限元計算模型,並採用三角函法,求解了三維波紋鋼板凝土拱型復在分佈荷載和集中荷載作用下的位移響應和應力響應,並與普通殼體進行了比較。
  8. Combining with the performances of danshan bridge, discussing the methods on the construction controlling and calculation of cable - stayed bridge, this paper raises an efficient construction controlling system, and realizes collecting construction data of the real bridge and technical information. by analyzing on the difference of theoretical calculation and real construction state, the author determines to take self - adapting construction controlling method which uses kalman filter method to identify and adjust construction parameters. by getting rational construction state from forward iteration method, this paper, taking concrete creep effect in consideration, raises a rational scheme to pre - remain deformation and adjust cable force

    丹山橋的特點,通過對斜拉橋施工控制及計算方法的探討,提出了有效的施工控制系統,實現了對實橋施工和技術信息的採集;通過分析理論計算與實際施工狀態的差異,確定了以卡爾曼濾波法作為施工參識別與調整的自適應施工控制方法;通過正裝迭代法確定其理施工狀態,並考慮凝土的徐變效應,提出了理的預留拱度和索力調整方案。
  9. To detect both known and unknown intrusion patterns, the system introduces a blended frame that makes use of both misuse detection approach and anomaly detection approach. the one of the highlight of the architecture is introduction of data mining technique, and the other is introduction of genetic algorithms. the ids uses data mining algorithms to abstract key features of system runtime status from security audit data, and it uses genetic algorithm to select the feature subset to reduce the amount of data that must be obtained from running processes and classified

    本文陳述了所研究系統的主要特點和技術:將智能體( agent )技術應用於入侵檢測系統,解決了傳統入侵檢測系統的集中式解決方案的弊病,充分利用網路資源協同完成入侵檢測任務;利用基於主機和基於網路的源,形成一種完整的型的,從而能收集到更加全面的信息;使用了異常檢測技術和誤用檢測技術,採用一種型的,既能檢測已知的攻擊模式,又能發現新的攻擊模式。
  10. Then r / s analysis, phase space reconstruction of the system, chaos analysis and fractals analysis are done through matlab program, based on original data of hushen stock markets compositive index from year 1991 to year 2002. and the author draws a conclusion based on original data that china ' s stock market obeys low - dimension fractals and ebb - chaos in terms of the experimentation result : hurst exponents are between 0 and 1, memory cycles are obvious, lyapunov exponents are more than zero and chaotic attractors correlative dimensions are between 2 and 3 in hushen stock markets in this thesis the concept information noises is put forward. stock market information about policy and company of the last ten years is packed up and classified for regulators make decisions in terms of power the factor influences the stock market index

    之後文章以中國股市1991年至2002年上海和深圳綜每日收盤價原始為研究對象,在matlab程序實驗條件下,進行了兩地股市系統的r / s分析、系統相空間重沌分析、分形分析;獲取了兩地股市系統的赫斯特指(滬深股市赫斯特指均大於0 . 5而小於1 ) 、非周期記憶循環周期(滬深股市都有明顯的記憶循環周期) 、最大李雅普諾夫指(兩市都大於0 )和吸引子的關聯維(兩市都在2到3維之間) ;從而得出中國股市系統是低維分形的、弱沌的(基於原始論。
  11. On the basis of the study of traffic features of heavy - load vehicles, the vehicle weight data and the axle - load spectrum of different vehicles were collected for some typical heavy - duty roads in china, and according to the features of heavy - loading pavement, deficiency of the former load - figure are analyzed and new figures which are suitable for heavy - load pavements are put forward. meanwhile, based on the research of the cement concrete fatigue equation and the damage mechanism of asphalt pavement under heavy - load vehicles, axle load conversion equations fitting for heavy - load cement concrete pavement and asphalt pavement are established respectively by further analysis. in addition, design indices, traffic and material parameters and structural combination for heavy - load pavements are discussed in this paper as well

    本課題針對重載道路路面設計中所存在的問題,從重載交通特性出發,收集分析了國內幾條重載道路的交通及軸載組成情況,根重載交通的特點,分析原有荷載圖式的不足,提出了適於重載瀝青、重載水泥凝土路面的荷載圖式;同時,在重載水泥凝土路面疲勞方程及重載瀝青路面破壞機理研究的基礎上,通過對重載路面軸載換算公式的進一步研究,分別提出了適於重載水泥及重載瀝青路面的軸載換算公式;此外,本文還對重載水泥、重載瀝青路面的設計指標、交通參、材料參等方面進行探討,系統地提出了重載路面的設計方法,並使之有效地運用到工程實踐中。
  12. Secondly, it proposes the “ mixed route protocol lmrp ” adaptive in dynamic and complicated environment, which cuts in the design of unicast with multipul notes ’ reply, based on the summarization and analyses of the technology and performance used in manet. thirdly, the thesis introduces the complete design plan of this protocol, including method design, specific design, data structure in lmrp, router discovery algorithm, router maintenance protocal, router optimization protocal, logistic layered method, mtu solution, robusticity policy, etc. finally, the thesis simulate protocals in lmrp and compare it with aodv by opnet emulator, which shows that the protocol has advantages in several domains, including end - to - end delay, throughput, etc

    本文首先對manet中的路由演算法和路由協議進行了深入分析研究;提出了一種新的適於動態復雜環境使用的「局部-全局路由協議lmrp 」 ,該協議以多點回復的點播方式的設計思想入手,詳細描述了lmrp的設計方法、實現細節,設計了lmrp的,路由發現演算法,路由維護協議,路由優化協議,邏輯分層方法, mtu解決方案,魯棒性策略等。
  13. Lwac is becoming one of the important trends in the development of modern concrete. to solve the problems such as poor workability, large shrinkage value and crack easily of lwac, on the basis of systematic experiments, the author establishes lwac workability evaluation system and advances the testing method of pumping performance of lwac ; the control technology of discrete of lwac is introduced through analyzing structure formation process and establishing the mathematic model ; based on studying the strength source of lwac and the function mechanism of artificial additive, this paper not only confirms some major factors which affect concrete strength but explores the preparation technology route of high strength lwac ; the different effects of several fibers in lwac have been studied, and the fiber is introduced in pumping lwac to improve its crack - proof performance

    本文針對輕集料凝土工作性能差、收縮變形大、易於開裂等問題,根大量實驗建立了高強輕集料凝土工作性能的評價體系,提出了高強輕集料凝土可泵性的測試方法;通過分析輕集料凝土的形成過程,建立了輕集料凝土拌和物物料運動的學模型,提出了防止輕集料凝土分層離析的技術措施;通過對輕集料凝土強度來源和礦物摻料的作用機理的深入研究,確定了影響輕集料凝土強度因素的主次關系,提出了配製高強輕集料凝土的技術路線;研究了纖維在輕集料凝土中的增強增韌、減少收縮的作用機理。
  14. In modern aircraft design, there is an urgent requirement for accurate, efficient and easy - to - use numerical analysis tools. for this purpose, this thesis introduces recent progress in the generation and application of cartesian grid with tree data structure and adaptive refinement. coupled with hybrid grid techniques, euler and navier - stokes equations are solved

    本文針對現代飛行器設計中對實用、高效、準確的氣動力分析工具的迫切需求,基於叉樹,發展了一種自適應直角切割網格方法,採用網格技術,實現了對流場euler和navier - stokes方程的計算求解,進一步完成了復雜增升裝置繞流和外掛物分離投放非定常流場的值模擬。
  15. In order to raise the system ' s efficiency, this paper puts forward self - proposed function library, blended data process etc. finally, this paper adopts advanced spatial thin - walled structure fem to analyze and compute the designed gate structure, hereby to check initial design ' s reasonableness by specification and to conduct majorized design

    為提高系統的效率,提出了關于自建庫、處理等關鍵技術。最後,採用先進的空間薄壁有限元方法對設計的閘門進行計算分析,此校核按規范進行的初始設計的理性以及進行優化設計。
  16. With rapid development of information science, xml is more and more widely used in every field of the world. and xml database is brought to manage this semi - structural files. according to the definition of xml : db, there are three kinds of xml databases, which are native xml database, xml enabled database and mixed xml database. because the application environment of the xml database is so complicated as legacy rdbms, it faces serious security problems. this paper is mainly on native xml database and its access control

    隨著信息技術的迅速發展, xml正在各個領域被越來越廣泛的應用,為了有效的管理這種半化的, xml庫的概念被提出。根xml : db的定義, xml庫可以分為xml本源庫、支持xml的庫、 xml庫。由於xml庫和傳統的關系型一樣被廣泛的應用在復雜的網路環境中,因此它面臨著同樣嚴重的安全問題。
  17. The main achievement of this text is a method to analyse through the theory, combine the material science of concrete, relevant knowledge of the composite, through method of mechanical analysis. set up one practical concrete pore structure compound body model comparatively. and through an analysis of test data in documents, examining the science and practicability of the model. according to calculation strength that model receive being with test strength fit very well, the coefficient correlation is very high

    本文的主要成果是通過理論分析的方法,凝土材料科學、復材料的相關知識,通過力學分析的方法,建立了一個較為實用的凝土孔體模型。並通過對文獻中試驗的分析與回歸,檢驗了模型的科學性和實用性。根模型得到的計算強度與試驗強度擬的非常好,相關系非常高。
  18. In accordance with the deformation analysis of lean - caused disaster engineering and the deformation control in rectification, analysis method of the leaning reinforced concrete frame is presented using the theory of structural engineering, numerical analysis and disaster characteristics. on the basis of the analysis method, finite element is applied to analyze the stress and deformation conditions of structure in order to obtain the rectifying displacement. appling of fuzzy math to value the ultimate bearing capacity of structural element, the author puts forward the fuzzy general evaluation method of the element, and using the theory of structural engineering also gets the rectifying load

    針對傾斜病害工程的變形分析和糾傾扶正過程的變形控制問題,本研究論文根建築理論,採用值分析方法,並病害表現特徵,提出對鋼筋凝土框架傾斜病害的變形分析方法;在的變形分析的基礎上,運用有限元方法對進行值模擬,對的應力狀態及變形狀況作進一步的分析,確定糾傾位移量;運用模糊學理論,提出對鋼筋凝土病害框架件的承載能力的模糊綜評判方法,並建築理論得出最終糾傾加載量。
  19. Secondly, the paper focuses on the efficiency of inference engine. considering the fact that rdb stores the knowledge, we use the following steps : the relational construction and granularity disassembling of knowledge, implicational inference. beyond the above, we consider the advantages of rdb and unite the technology of database ' s index, association and filter to project a mixed inference mechanism

    二是在推理機的推理效率方面,利用知識存儲在庫中這一事實, hkbe使用了:知識的關系型造和粒度分解、牽連推理;並考慮關系型知識庫的特點庫的索引、關聯和過濾技術,使用推理機制。
  20. It is shown that vibration suppression efficiency of these kind of treatments depend much more on the viscoelastic layer thickness, material properties and the piezoelectric layer thickness. secondly, a linear quadratic regulator and output feedback are used to actively control vibration. it is shown that placing the active element on the opposite side of pcld or underneath pcld is capable of vibration suppression with lower control effort and more inherent damping

    定義了主被動阻尼控制性能指標:被動抑振性能指標、主動抑振性能指標、控制能量指標和控制力性能指標;然後,基於狀態反饋最優控制律,根定義的控制性能指標分析粘彈性阻尼層厚度、粘彈性阻尼材料參、壓電作動層厚度對主被動阻尼振動控制性能的影響,得到了一些有價值的論。
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