相對論性公式 的英文怎麼說

中文拼音 [xiāngduìlúnxìnggōngshì]
相對論性公式 英文
relativistic formula
  • : 相Ⅰ名詞1 (相貌; 外貌) looks; appearance 2 (坐、立等的姿態) bearing; posture 3 [物理學] (相位...
  • : Ⅰ動詞1 (回答) answer; reply 2 (對待; 對付) treat; cope with; counter 3 (朝; 向; 面對) be tr...
  • : 論名詞(記錄孔子及其門徒的言行的「論語」) the analects of confucius
  • : Ⅰ名詞1 (性格) nature; character; disposition 2 (性能; 性質) property; quality 3 (性別) sex ...
  • : Ⅰ形容詞1 (屬于國家或集體的) state owned; collective; public 2 (共同的;大家承認的) common; gen...
  • : 名詞1 (樣式) type; style 2 (格式) pattern; form 3 (儀式; 典禮) ceremony; ritual 4 (自然科...
  • 相對論 : [物理學] the theory of relativity; relativity; relativity theory
  • 相對 : 1. (面對面) opposite; face to face 2. (非絕對的) relative 3. (比較的) relatively; comparatively
  1. In view of bearing capacity of the elastoplastic theory analysis, the author made a comparison between the achieved bearing capacity limit load pi / 4 of round base ( space problem ) and the limit load pi / 4 of bar groundwork foundation design ( plane problem ) from soil mechanics at home and abroad as well as foundation criterion, and explained why the value of formula in present design criterion from soil mechanics is inclined to be conservative. in the light of the author ' s many years experience of vibration test on the spot and the research work of relevant projects, the author worked over the dynamic pile testing of the bearing capacity of foundation and batholith, and gathered the parameter of dynamic analysis and testing. the author also talked over the difficult point of pile foundation design criteria in present batholith engineering world, i. e. the confirmation of batholith bearing capacity of pile end, from the following aspects : a ) confirmation of single axis counter - pressure strength of rock in house ; b ) f. e. m calculation of elastoplastic model ; c ) calculation of soil mechanics ; d ) deep well load test

    然後,巖土工程領域至今尚未解決,甚至不為人注意的考慮地基變形的地基承載力問題進行了實用化的探討,提出了考慮地基變形的地基承載力上程計算方法;基於彈塑分析的地基承載力國內尚未見報道的空間問題得到了圓形基礎(空間問題)的承載力界限荷載p _ ( 1 / 4 ) ,並與國內外土力學專著及地基基礎設計規范中的條形基礎(平面問題)的界限荷載p _ ( 1 / 4 ) ,進行了比,從而定量上解釋了目前設計規范引用土力學承載力值偏於保守的這一情況;根據本文作者多年從事現場地基工程振動試驗及關課題的研究工作,本文以截頭錐模型模擬地基,地基(巖基)承載力的動測法進行了研究,為各類地基(包括巖基) ,匯總了動力分析和檢測川的參數:針日前巖土工程界應用樁基設計規范中的難點? ?樁端巖基承載力的確定問題,從巖石室內單軸抗壓強度確定、基於彈塑模型的有限單元法計算、土力學計算及深斤載荷試驗四方面進行了深入討;本文作者根據多年現場載荷試驗的工程實踐,深井荷試驗裝置的核心部分? ?反力裝置,設計了側壁支撐反力加載系統,該加載系統具有實用、簡便、穩定及安個等優點。
  2. The paper studied tests on three epiboly profiled bar concrete beams, bearing capacity of normal section, stiffness and behavior of cracks, and put forward formulas as advise. based on extant nonlinear concrete theory, a fem model was built by ansys program. the results of fem analysis was verified by tests data. some parameters in fem model were changed to build different models and the analysis results were compared with the advised formulas

    本文通過三根外包型鋼混凝土梁試驗,研究了其正截面承載能力、剛度以及裂縫方面的質,並提出了一些關建議。同時在現有混凝土非線分析理的基礎上,採用ansys有限元分析程序建立了外包型鋼混凝土梁的有限元模型,結合試驗數據模型進行了驗證,另外還改變了一些參數建立了有限元模型,並和建議的結果進行了比。
  3. Compared the equity structure and corporate governance of listed company of our country with countries such as u. s. a, japan and germany, and by game theory, this dissertation analyzes the influence mechanism of equity structure to corporate governance of a listed company from following main respects : stimulation, restriction, take - over by other company, and competition of dealership. by theoretical research, it comes to that a comparatively centralized equity structure helps to perfect corporate governance ; for its fierce competition and stability of performance, we choose the data of the industry of wholesale and retail trade listed companies of our country to analyze the influence that equity structure made to corporate governance by regression analysis, and approve it by real case. by the theory and real example, we draw the conclusion that a mode of comparatively centralized equity and main power is controlled by fictitious persons is ideal, and correspond measures are put forth to advance the economic development of our country

    本文通過我國、美國、日本利德國等發達國家的上市司的股權結構利治理模比較;通過採用博弈等方法分析了上市司股權結構司治理的激勵機制、監督機制、外部接管市場和代理權競爭四個方面的影響,從理上得出集中的股權結構有利於完善司治理結構:通過選取了我國競爭比較激烈、業績穩定的批發與零售行業的上市司的數據、採用回歸分析的方法不同質和集中度的股權結構與司業績的關系進行了實證分析,還進行了具體的案例分析,由理利實證研究結合得出股權結構集中的法人控股模為一種理想模,並提出了促使我國上市司股權結構調整使治理結構合理化的應建議。
  4. Roll over protective structure ( rops ) is a device which installs on out of construction vehicle. the main functions are : when the vehicle rolling over. rops can prevent the vehicle from rolling over further, and reduce the possibility of rolling vehicle injures operator ; when the vehicle traveling on freezing soil. concrete and rock, it has large resist continuous impact ability ; when the vehicle overturning rops can support the whole vehicle. arrangement of falling object protective structure ( fops ) can block objects ( such as trees, rocks ) so that supply protection for operator. this problem is that research rolling over and falling objects protective structure of bulldozer by learning research condition of rops / fops and relative lay down international standard. on the base of theory analysis. detrudes counting formula of rops / fops deformation through founding mechanics analysis model of rops / fops at the stage of elasticity and plastoelastic. and finds a set of feasible nonlinear finite element analysis counting. lt calculates rops / fops plastoelastic deforma variable of 320hp bulldozer, bulldozer has been carried out by optimizing design method

    其主要功能是:當車輛滾翻時, rops能刺入未凍土壤而阻止車輛的進一步滾翻,降低滾翻的車輛系著安全帶司機軋傷的可能;保證rops在碰撞和沖擊變形不大的地面(如凍土、混疑土上、巖石)時,能具有當大的抗連續沖擊能力;當車輛已經處于顛覆狀態時,已經變形的rops應能支撐住整車。落物保護裝置(簡稱fops ) ,其構件的布置方要能遮蔽墜落的物體(如,樹木、巖石等) ,以便司機提供適當的保護。本課題主要通過了解國內外有關rops fops的研究情況和有關國際標準的制定,大型推土機傾翻和落物保護裝置進行研究,在理分析的基礎上,通過建立rops fops的力學分析模型,推導彈、彈塑階段rops fops變形的計算,建立一套可行的rops fops的非線有限元分析計算方法。
  5. Based on the close analysis of the influence factors of the vertical bearing capacity, circular aperture extension theory is employed to establish the computing formulas for the pile vertical stress and the foundation vertical bearing capacity, respectively. moreover, with analyzing the features of the calculation parameters such as materials of gunite mortar, jet pressure, diameter of the jet pipe, pile length, pile layout, a design theory for chemical churning pile composite foundation is proposed. then, the variation of the pipe deformation with loads, the deformation coordination of pile and soil are studied

    在此基礎上深入探討了旋噴樁的樁土受力特及其復合地基的加固機理,從影響旋噴樁復合地基豎向承載力的因素入手,基於圓孔擴張理給出了樁體豎向應力及旋噴樁復合地基的豎向承載力計算;通過噴射漿液、噴射壓力選取、噴射直徑估算、樁長及樁位設計等各種計算參數的深入分析和研究,提出了一套應的旋噴樁復合地基設計計算方法;通過計算分析,深入探討了旋噴樁復合地基變形隨荷載變化規律、樁和樁間土變形協調關系、樁土應力比及復合地基壓縮模量的確定,並提出應的設計方法和修正參數;此外,結合工程應用,旋噴樁復合地基的施工技術及其現場質量檢測方法進行了較全面的探討。
  6. Meanwhile, based on the magnetic material theory, a complete analysis and summary are carried out on the three crystal structure and technology theory ; especially the ingredient analysis is made on the microscopical morphology and x - ray diffraction and its mixtures existence and relevant metallurgy about the typical second resource such as coldrolling iron and oxide red, steelmaking sludge and feso4 based on the practeal investigation of the pre - burning materials in domestic products plant, especially the analysis on the domestic markets and components, and connecting with reality and material characters in panzhihua iron and steel ( group ) cmpany, we established the product orientation and developing direction in panzhihua iron and steel ( group ) company ; after carrying out the technology reform on the old no. 1 magnetic product plant of enterprise company, making a detailed study on the various conditions for establishing a plant, the feasible research report is formed of 1400 tons ( per year ) feo preburning material and 3000 tons ( per year ) middle and high quality magnetic products ; so a necessary and reliable supports are provided both theoretically and practically for the development of the magnetic industry in panzhihua iron and s teel ( group ) cmpany

    同時,材料的理基礎,尖晶石、磁鉛石、石榴石三大晶系結構以及其工工藝理進行了較為全面的歸納、分析和總結;尤其針攀鋼產生的二次資源如冷軋鐵紅、煉鋼污泥、硫酸亞鐵等三種典型原料分別作了成分分析、微觀物理形態以及x光衍射分析、其夾雜物的存在形應的金分析。國內鐵氧體磁材料的預燒料及磁件生產廠家的工藝、設備、技術、成本、質量狀況進行了實地的調研,特別是國內磁材料的市場及競爭手進行了詳盡的分析,在此基礎上,結合攀鋼實際及原料特點確立了攀鋼發展磁材產業的產品定位及發展方向;企業司原有磁件一廠進行了技術工藝改造,建廠各項條件進行了詳細的分析,形成了了年產14000噸年鐵氧體預燒料以及3000噸年中高檔磁件產品的可行研究報告,從理上和實踐上為攀鋼磁產業的發展提供了必要的可靠的依據。
  7. With this aim, this paper has made a comprehensive study on the problem of the land requisition in our country. armed with such renowned theories as the theory of property right application, land rent, public choice etc., the study has rendered a potent analysis of the problems involved in the current land requisition policy and their reasons. then, based on china ’ s realities, it advances its own proposal to renovate the current policy from various aspects including the nature and limitation, the procedure and the standard of compensations of the land requisition, that is, by means of a combination of enumeration and generalization, decide on a strict definition of public interests ; improve the procedure of the requisition of land under the principle of openness, justice and high efficiency ; set up the compensation standard with the market price as the baton while versified by other supplementary ways ; most importantly, clarify the property right of land

    本文通過土地徵用問題進行系統、深入的調查研究,針當前我國土地徵用制度存在的主要缺陷和弊端,應用產權理、地租理共選擇理、新制度經濟學中的路徑依賴理以及其它關理分析土地徵用存在的問題及其原因,並結合國內外的先進經驗,立足本國實際,從征地質與范圍的界定、征地程序的完善,以及征地補償標準的確定,提出了完善土地徵用制度的政策建議:採取列舉和概括結合的方,嚴格的界定「共利益」范圍;樹立正當的程序觀念,按照正、開與效率的原則,完善征地程序;建立以市場價格為主的土地徵用補償標準,建立多樣化的征地補償方等來解決我國征地中存在的問題,但最根本的是明晰土地產權從而進一步完善我國土地徵用制度。
  8. Finally, the thesis introduces vanke real estate company for the demonstration research object, pointing out that the vanke ' s advantage of competition is the reasonable capital structure. to meet the future development, the thesis suggest that vanke ' s optimal capital structure decision be the debt increase moderation, bring into financing leverage, multi channel financing, furthermore, to increase the facility of the financing, it should be on the base of the stability of the capital structure

    最後,文章以萬科房地產司為實證研究象,以資本結構的關理為基礎,指出萬科經濟合理的資本結構是萬科在激烈的市場競爭中的優勢,並從發展的角度,提出了萬科最佳資本結構的建設決策意見:適度增加負債融資,發揮財務杠桿作用;採取多渠道融資方,在保持資本結構穩定的基礎上增加應變的靈活
  9. It is concluded that the stress transmission rate varies with stress wave s incident angle

    通過似模型超動態應變的測試驗證了所得理的正確,並獲得了透射率隨入射角的變化規律。
  10. Abstract : based on great amount of structural steel spliced joint model experiments, related calculation formula have been derived and verified with theory and practice. the conclusions from the experiments will be useful for design and construction of prespliced joint for bridge structures

    文摘:通過大量結構鋼拼接接頭模型試驗,得出不同狀態下的實驗結果,並據此推導出關計算,從理和實踐中進一步驗證其可行,所得結預制拼接梁橋結構施工和設計有指導作用。
  11. On the basis of theory analysis, the average transmitted light intensity ( correspond to dc value ) was determined as characteristic parameter of raw water using photoelectric method for monitoring the fluctuation of transmitted light and photometric dispersion analyzer ( pda ). the dc value was closely related to both particle concentration and surface area of sand clay simultaneously. the experimental results shows that there is an exponential function relation between dc and surface area of sand clay in unit volume water ( sp ) : dc = asbp in which a and b are empirical coefficients. then the formula of macromolecule flocculant dosage is found to be d = f ( dc ) = e ( dc ) f in which e and / are empirical coefficients and the average correlation coefficient equal to 0. 981. so the model of automatical control system of water treatment plant was established using the formula

    應用透光率脈動檢測技術和光散射顆粒粒度分析儀( pda ) ,通過理分析,將pda的輸出信號之一? ?平均透光強度(應于dc值)作為原水的特表徵參數, dc值可以同時反映顆粒濃度和比表面積因素的影響,試驗結果證明, dc值與單位體積水中泥沙顆粒總表面積s _ p之間具有很好的冪函數關系: dc = cs _ p ~ d ,中c 、 d為經驗系數,進而得到了以dc值為參數的高分子絮凝劑投藥量: d = f ( dc ) = e ( dc ) ~ f ,中: e 、 f為經驗系數,平均關系數達0 . 981 ,利用所建立的,建立了前饋? ?后饋聯合控制的在線自動投藥模型。
  12. Applying perturbation technique, the image force on dislocation is obtained when dislocation located arbitrary point either outside or inside inhomogeneity, however, a number of previous related investigations on above problems only calculated the interactive dislocation force as the dislocation lies on the x - axis. the variation of screw dislocation forces for correlative material parameters and different radians of crack or rigid line is discussed particularly

    以往大多數關文獻~ ( [ 7 ] - [ 16 ] )只求出了位錯在x軸上時位錯力表達,本文應用擾動技術,導出了位錯在基體或夾雜中任意點的位錯力;並討了位錯力隨材料關參數,裂紋或剛線弧度的變化規律。
  13. The contents include : based on the previous research and the data of experimentations, the author researches and develops a kind of satisfactory semi - empirical formula of nonlinear temperature distribution, and calculates the temperature stress of rigid - framed arch bridge by the fem. the temperature effects of bridge structure by annual and sunlight temperature difference are discussed, it indicates that the temperature effect of annual temperature difference is small but the temperature effect of sunlight temperature difference is great and the temperature stress along beam depth resulted from sunlight temperature difference is nonlinear. with the comparison between the temperature effects of different position of bridge, the results show that where the section of bridge is small, the temperature stress of it is large

    本文主要包括以下內容:從理上研究並結合實測資料發展了一種比較理想的半經驗溫度場非線分佈,並將有限元方法應用於剛架拱橋結構溫度應力的計算中,橋梁結構進行整體溫度應力分析;討了年溫差和日照溫差引起的橋梁結構的溫度效應,表明年溫差引起的溫度效應較小,而日照溫差引起的溫度應力較大且沿梁高呈非線分佈;分析比較了橋梁結構各個部位的溫度效應的大小,可知截面越小溫度拉應力越大,受力越不利;並箱梁結構由於構造不同引起的縱向與橫向的溫度效應大小進行了探討,發現在頂板下緣也會出現當大的溫度拉應力,並且梗腋的存在反而增加了頂板底部的溫度拉應力;還幾種近的剛構橋型的溫度效應進行了分析比,總結了這些橋型針溫度效應的優劣,並提出應的針措施。
  14. Abstract : the effects of airfoil geometric parameters on wing " s spacial and polarized scattering characteristics have been systematically revealed. the results of the study indicated that the calculating value of diffraction from trailing edge by using the formula of the straight wedge is very far from experimental results for vertical polarization, and the contribution of thickness of the trailing edge to scattering must be considered in the calculation. the scattering peak of leading edge depends only on radius of airfoil for horizontal polarization. but for vertical polarization, it depends on maximum thickness and the location of maximum thickness. engineering formulas for evaluating all scattering peaks were given in the paper. it is important for the design of low - rcs wing

    文摘:系統地揭示了翼形幾何參數機翼的空間散射特、極化散射特的影響規律.研究發現,在垂直極化狀態下用理尖劈計算機翼后緣繞射的計算結果與實驗結果差甚遠.提出在垂直極化狀態下機翼后緣繞射的計算必須將后緣厚度考慮在內的見解.於水平極化,前緣散射波峰只與前緣半徑有關;而於垂直極化,前緣散射波峰與翼形最大厚度以及最大厚度位置有關.給出前後緣散射波峰的工程估算,為低雷達散射截面( rcs )機翼設計提供依據
  15. And then the author established and verified an empirical equation for the ratio of the heights of collapsed part and running part for the avalanche soils, suggested the critical flow conditions of loose avalanche soils and block avalanche soils, discussed the causes of accelerated motion of consistent debris flows on mild slope, and studied the average velocity of intermittent debris flows

    給出了判別崩塌土運動距離,即流高比,並用現場實測資料進行了驗證。提出了鬆散崩塌土和塊狀崩塌土流動化的判別條件。探討了稠泥石流在緩坡上加速運動的成因,並討了陣泥石流平均流速
  16. Finally, the values of kinematic parameters in typical swimming are estimated for theoretical calculation and computational simulation. based on the kinematic formulation, this paper applies large - amplitude elongated body theory to propulsive performance of undulatory dorsal / median fins and establishes a set of equations for estimation of the propulsive force and the propeller efficiency. the calculations based on experimental data coincide with blake ’ s result in 1980

    從波動運動的參數方程出發,本文基於大擺幅伸長體理背鰭/背臀鰭波動模的推進能進行了分析,推導推進力和推進效率的計算,利用實驗觀測典型運動參數仿生象的推進力和推進效率進行了理估算,結果與blake的計算結果吻合,從而驗證了所建運動學模型的有效
  17. At the same time, at the aspect of theory, we give a lot of results, including : performance calculating formula of fft phase comparing, coincidence relation of calculating result and target " s real range, calculating formula under zeroize fft or single channel

    關理上,我們提出了fft比能指標計算、 fft比下測距結果與目標實際位置之間的應關系、補零和單通道下的fft比結果。
  18. The third chapter is experiment analyses of multi - aperture transient electromagnetic method, it analyzes multi - aperture transient method in theory and discusses radiation direction characteristic of first field by means phased array theory and integrating result of experiment contrast. according to kinematics character it also brings forward similar interference concept and analyzes reason of similar interference phenomenon, it gained footing between similar interference item and depth on the base of it and experiment formula

    藉助于控陣原理的思想,結合模擬實驗觀測值比結果,多孔徑tem方法進行模型分析,詳細討了多孔徑一次場的輻射方向特,利用光波的運動學特徵提出類干的概念,分析了多孔徑tem輻射源存在類干現象,推導出類干實驗,並得出類干項與多孔徑框邊長以及埋深的關系表達和。
  19. During this process electrons will not only lose energy for self - radiation, but also gain energy from induced absorption. on the basis of analyses, the radiation with low frequency by relativistic electrons will form rayleigh - jeans spectrum in optically thick medium

    由等離子體中輻射譜計算得到,在光學厚的介質中麥克斯韋分佈的極端電子產生的同步加速輻射譜為瑞利?金斯譜。
  20. The paper gives some validation experiments about the ability of recommendation formulae to depict impact of the objective facts to the system ' s recommendation

    然後,推薦做了關驗證試驗,驗證的客觀描述能力,說明了推薦的有效
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