試探值 的英文怎麼說

中文拼音 [shìtànzhí]
試探值 英文
trial value
  • : 名詞(古代占卜用的器具) astrolabe
  • : Ⅰ動詞1 (試圖發現) try to find out; explore; sound 2 (看望) call on; visit; see 3 (向前伸出)...
  • 試探 : sound out; feel out; probe; explore
  1. The article tries, from the natural environment, customs, history, the analogized body mindset and value inclination, to analyze different aspects of english and chinese idioms

    文章從自然環境、風俗習慣、歷史、喻體取向、價趨向等幾個方面討英漢習語所折射的民族文化特徵。
  2. Besides preface and epilogue, the text is divided into four parts discussing maximum mortgage issues : in part, starting from growing and developing of it, the author expounds the value and features of maximum mortgage, analyzes the function and character of maximum mortgage, and indicates maximum mortgage can realize efficiency value of economy and law. it can bring on circulate function of commodity and bear abating appurtenant and specific nature. specific nature is an important character of maximum mortgage system clearly

    本文圖通過比較借鑒和功能分析的方法,結合司法實踐中遇到的實際問題,對最高額抵押權進行完整的剖析,從最高額抵押權的價、特徵、效力、適用范圍、轉讓等諸多方面進行深入討,以期為建立我國最高額抵押權的制度體系提供更多的理論支持,推動我國的法制化進程。
  3. In the course of expounding the fact, i use theory of architectonics synthetically, and follow the principle of combining macroscopic analysis with microcosmic analysis. i probe into the problems of our country exist in the course of creating of value while merging from aspects both of the macroscopic and microcosmic, and seek to find the solutions of the problem from two angles of macroscopic and microcosmic

    本文在論述過程中,綜合運用了系統論,遵循宏觀分析與微觀分析相結合的原則,從宏觀和微觀兩個方面討我國企業並購中價創造過程中存在的問題,並圖從宏觀和微觀兩個角度,來尋求解決問題的方法。
  4. Sample ' s analyses and tests in laboratory, this thesis makes a detailed research on holocene deposits characteristics of mu us desert, especially on characteristics of grain size composition, which break through previous description of determining the nature and gain a series of number indexes. at the same time, this thesis has also researched arenaceous source on every part of mu us. firstly mu us desert ' s forming process is deeply influenced by the east asian monsoon, the grain size gradually becomes smaller, while the magnetic susceptibility becomes larger from northwest to southeast this phenomenon not only appears on the surface of mu us, but also obviously reflects on the same layer of different places

    根據大量野外詳細考察和室內樣品分析與測,本文對毛烏素沙地全新世地層沉積特徵做了細致的討,尤其對區域地層的粒度組成特徵做了進一步的研究,突破了以往的定性描述,得出了一系列量化指標;結合野外的考察工作,對其不同地區的沙質來源做了詳細分析,主要得出以下結論: 1 、毛烏素沙地形成過程深受東亞季風影響,粒度自西北向東南逐漸變細、磁化率逐漸變大。
  5. The changes in molecular weight, mass, mechanical strength, microstructure of fibers and ph value of the buffer solution with time in vitro had been studied. the study shows that degradation mechanism of pdlla / ha compound fiber was indicative of an autocatalysis process and simple noumenon hydrolysis

    通過對樣的性能測和形貌觀察,研究了pdlla ha復合纖維在降解過程中其分子量、重量和力學性能以及緩沖溶液ph等一系列參數的變化規律,並討了復合纖維的降解機理。
  6. 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,對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討,提出了考慮地基變形的地基承載力上程計算方法;對基於彈塑性理論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 ) ,進行了對比,從而定量上解釋了目前設計規范引用土力學承載力公式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驗及相關課題的研究工作,本文以截頭錐模型模擬地基,對地基(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:針對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、基於彈塑性模型的有限單元法計算、土力學計算及深斤載荷驗四方面進行了深入討論;本文作者根據多年現場載荷驗的工程實踐,對深井荷驗裝置的核心部分? ?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。
  7. Through the experimental research, we think : the technological capacity of fiberglass asphalt macadam if weaker than asphalt macadam, however, if use elasticized capacity to solve blending technological problem. adjust the breed of fiber silk, extend its diameter, its paving capacity is still worth exploring, asphalt - rubber macadam structure lager have good deformed - become capacity and crazed - resistance capacity, small gap rate. good water - resistance capacity, good hot - stability and simple construction technology. therefore. pitch rubber spall is a good cover material which is suitable for the second class or lower whose asphalt pavement has split open because of fatigue. and is the good structural measure of preventing half - rigidity grass - roots unit shrink - rift reflecting. pave a thin layer of pitch rubber spall between asphalt - type pavement layer and half - rigidity basic level, although the cost of building is higher than paving togongbu in the middle, the construction technology, crazing - resistance and water - resistance are better than togongbu, not only could reduce greatly the reflex of half - rigidity grass - roots unit material, long then the use lifespan of pavement, but also it is possible to reduce suitably the thickness of asphalt mixture layer, though the cast of building in the early days becomes more, in the long - term opinion, it have fully important technological and economical significance

    通過驗研究認為:玻璃纖維瀝青碎石的技術性能不如瀝青碎石好,但路用彈性性能較好,如能解決拌和工藝問題,調整纖維絲的品種,增大其直徑,其路用性能仍討,瀝青橡膠碎石結構層具有變形性能和抗裂性能良好,空隙率小,防水性能好,熱穩定性較好,施工工藝簡單的特點,因此,瀝青橡膠碎石是二級及二級以下公路因疲勞而開裂的瀝青路面的良好罩面材料,也是防止半剛性基層收縮裂縫反射的良好結構措施,在瀝青類路面面層和半剛性基層之間夾鋪瀝青橡膠碎石薄層,雖然造價比夾鋪土工布高,但其施工工藝,抗裂性能和防水性能均優于土工布,不僅可以大大減少半剛性基層材料的反射裂縫,延長路面使用壽命,而且可能適當減薄瀝青混合料面層的厚度,雖然初期造價有所增加,從長遠來看,具有十分重要的技術和經濟意義。
  8. As the resuit of globaily currency and the change of city industrial frame in the end of 20 century many traditional industriai area become ruin and the reiics of industriai buildings face the fat6 of backout. through the anaiyses of the impohance of industrial buiidings, and also through many examples, this paper tries to find out the method of the reconstructibie use of industriai buiidings in two leveis : the microcosmic levei and the grandiosity ievel

    本文從產業建築遺存的價分析著手,並通過分析大量的國內外產業建築遺存的改造性再利用的實例,圖從微觀層面和宏觀兩個層面討產業建築遺存的改造性再利用的方法:從微觀層面討產業建築遺存的改造性再利用的技術手段,並從宏觀層面討產業建築遺存的改造性再利用在緘市設計中的運用。
  9. With the ways of our countrys criminal litigation court trials changing from inquisitorial proceedings to adversary procedures and the progressing of the criminal jurisdiction reformation, discovery is becoming an unavoidable issue in criminal litigation in our country. in practice, many jurisdictional authorities in our country have tried to explore and try it since 1999. this article, through comparing the discovery system among britain, america and japan, through analyzing the present actual situation of our countrys criminal litigation and from the aspects of the litigation modes, jurisdiction justice and the necessity for deepening the reformation of criminal trials, has proved that it is necessary and emergent in practice and applicable in theory to establish the discovery regime in our country

    隨著我國刑事訴訟法庭審判方式由審問制向對抗制的轉變和刑事審判方式改革的進一步深化,證據展示便成為刑事訴訟中的一個不可迴避的問題,實踐中不少司法機關從1999年始即已進行了證據展示的索和嘗,本文從英美日國家的證據展示制度的規定和比較入手,通過對我國刑事訴訟運作現狀的分析,從刑事訴訟模式、訴訟公正價觀和深化刑事審判方式改革的角度,論證了證據展示制度在我國的建立具有現實上的必要性、緊迫性和理論上的合理性,並在此基礎上對證據展示的主體、責任、內容作了理論上的討研究。
  10. Based on laboratory and in - situ tests, the influence of initial void on the rutting - resistance, moisture damage - resistance, strength and permeability of asphalt mixt is studied, and the appropriate ranges of air void of asphalt mixtures are analyzed and suggested

    摘要在室內驗和現場測的基礎上,分析初始空隙率大小對瀝青混合料抗車轍能力、水穩定性、強度和滲透性能的影響,討瀝青混合料空隙率的界限
  11. Test method for research octane number of spark - ignition engine fuel

    究火花點火引擎燃料辛烷驗方法
  12. Based on the theory of unsaturated soil mechanics and the properties of compacted expansive soil, this paper takes the northern part k12 + 840 - k12 + 920 of nanning urban highway as an example to studies some aspects of lime improvement of expansive soil and the technology of construction. the chief content of this paper is : the lime improvement mechanism of expansive soil ; confirm the technical parameters of lime mixed from the results of test in laboratory ; the scale - down test to define the maximum effective grain size of expansive soil when it is improved by lime ; by building bank slope model and making use of finite element seepage flow program of saturated - unsaturated to calculate the examples, this paper simulates the humidity site in order to checkout the effect of lime improvement ; studies and proves that it is feasible to mix blocky expansive soil and pulverous lime, and to fill roadbed by common construction machines etc.

    本文研究的工作就下述幾個方面展開:用石灰改良膨脹土的機理;通過室內驗確定摻灰的技術指標;在室內進行膨脹土摻灰的最大有效粒徑的模擬驗,即鈣離子水驗,由此總結出「粉?塊」灰?土攪拌工藝的有效性、合理性和可行性;用數方法對路堤使用期的濕度場進行模擬,並與路堤的強度?變形的計算域耦合,以檢驗土性改良的效果,從而索一種描述改良膨脹土路堤運行工況的數方法;用現有最常用的且費用最低的施工機具,對灰?土進行「粉?塊」攪拌摻和及路基的填築施工等。
  13. For the first time, the author puts forward that studying the function of foreign trade should consider both the plus and minus welfare that the foreign trade produce, tries to quantitate the minus welfare, and sets up theoretical model of foreign trade economic welfare. based on what it is studied above, the author discusses the critical point, ultimate point and fluctuant area of welfare that foreign trade produce

    本文從福利經濟學角度對我國對外貿易所產生的經濟福利加以計量和研究,首次提出了將我國對外貿易所產生的正負福利結合研究的思路,嘗量化我國對外貿易所產生的負福利,並初步建立了我國對外貿易經濟福利的理論模型,討我國對外貿易所產生的經濟福利的臨界點,最點及其變動區間。
  14. 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

    第一章回顧了孔結構在當今國內外的研究現狀,包括混凝土測孔方法的研究、孔結構模型的研究及孔結構與強度關系的研究現狀,介紹了孔結構研究方面的一些最重要的成果;第二章敘述了混凝土材料細觀結構的多尺度性及混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數,也說明了壓汞法測孔對研究結果的影響因素,指出了壓汞法在孔結構研究中的局限性;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「綜合集成」的基礎上,提出了混凝土孔結構復合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合體的斷裂過程,最後根據所建模型編制了相應的計算程序,可根據輸入的孔徑分佈與水泥含量等參數,實現混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數進行了相應的驗數據對比分析,根據回歸分析的方法得到了反映基體強度特徵的k,並從理論上討了水泥含量、彈性模量和表面能的修正對混凝土強度計算產生的影響,檢驗模型的正確性;第六章是結論與展望,根據研究綜述了本文對孔結構的一些研究結論並對孔結構發展作了相應的展望。
  15. Meanwhile, by using delaminating combination finite element method and macro finite element analysis methods, the paper present two kinds of analysis programs. based on the aforementioned analysis program, the failure form, distribution of plastic hinge, load - carrying capacity, displacement and ductility characteristics are investigated to reveal the failure mechanism and the failure proceeding under seismic effects. the results are in good agreement with the test results, indicating the precision of the aforementioned two programs is satisfiable to the practical engineering design

    分別採用分層組合式有限元和宏觀有限元分析方法,編寫了2種鋼筋混凝土中高帶邊框柱剪力墻結構的彈塑性有限元分析程序,同時利用上述2種分析程序,研究了模型結構的破壞形態、塑性鉸的分佈、承載力、位移及延性性能等特性,討了這類結構在地震作用下的破壞全過程與破壞機理,得到其主要受力特性和抗震性能的一般規律,所得結果與吻合較好,表明上述2種程序分析結果的精度均可滿足實際工程的設計要求,因此可用於這類結構的抗震性能分析與設計。
  16. This is an estimate of the remaining distance, not the actual distance, which is why it ' s called the heuristic

    這是一個對剩餘距離的估算,而不是實際,這就是法的稱謂由來。
  17. The simplifications offered by bpm reduce the computational complexity of most problems and speed up the computational process for many

    而tbc邊界條件是假設在接近邊界處的場為一向外輻射的平面波,其幅、方向等參數由法決定。
  18. In the final part of the paper, the feasibility of applying neural networks to evaluate the performance of the columns is investigated. a three - layer back - propagation network is trained using the earthquake - resistant behavior experimental data of the columns to predict the ductility of the columns. the predicted results agree well with the test results

    在論文的最後,索應用人工神經網路對核心柱的力學性能進行評估的可能性,利用該柱抗震性能驗的結果,訓練一個三層bp網路,進行了柱抗震延性的預報,預報吻合良好。
  19. The method merges areas from the top down. neither it divides the area, nor it uses the recursion procedure that often used in entropy discretization. and further, it avoids the process of trying to find the split point using very values

    該方法至下而上地合併區間,不分解區間,也不採用熵的離散化方法所用的遞歸進程,更避免了熵方法中必須對每一個進行來選擇分割點的弱點。
  20. Single top value regulation between threshold and snr and a trial threshold method in wavelet - based image denoise

    小波圖像消噪中閾與信噪比的單峰規律及閾方法
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