本文原載于 的英文怎麼說

中文拼音 [běnwényuánzǎiyú]
本文原載于 英文
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  • 本 : i 名詞1 （草木的莖或根）stem or root of plants 2 （事物的根源）foundation; origin; basis 3 （本錢...
  • 文 : Ⅰ名詞1 （字） character; script; writing 2 （文字） language 3 （文章） literary composition; wri...
  • 原 : Ⅰ形容詞1 （最初的; 原來的） primary; original; former 2 （沒有加工的） unprocessed; raw Ⅱ動詞（原...
  • 載 : 載Ⅰ名詞（年） year : 一年半載 six to twelve months; six months to a year; 三年五載 three to five ...
  • 本文 : 1. （所指的這篇文章）this text, article, etc. 2. （原文）the main body of a book
  1. This paper summarizes the general characteristic and design principle of the continuous cold - formed steel purlins of the z - section and introduces domestic and overseas development of the continuous cold - formed steel purlin of the z - section, analyzes a variety of the factors effecting the continuous cold - formed steel purlin of the z - section

    本文簡單介紹了冷彎z型鋼檁條的一些特點和冷彎z型連續鋼檁條的設計原則以及國內、外關于冷彎z型連續鋼檁條研究動態，分析了影響冷彎z型連續鋼檁條承載力的各種因素。
  2. And it investigates the appearance condition ( including joint, crack, eroding, corrosion, braking pole device rupture, crane - girder ' s gnawing railway and so on ) of the whole crane - girder system on the spot, at the same time, it also actually examines the stress of the beam, chemical ingredient, distortion and railway excursion, etc. through sampling, and based on the actually examined results, it checks and calculates the carrying capacity of crane - girder system. then, based on the investigating on the spot and the calculated result, it discusses the mechanism of fatigue failure of the upper part of welded steel crane - girder, analyses the reason of steel crane - girder in the high - frequency emerging the fatigue crack, institutes the strengthened method of damaged steel crane - girder of accurate packing up workshop of the primary mill plant. finally, it presents some advice and suggestions for the repairing and strengthening method of fatigue crack of upper part of steel crane - girder in the high - frequency

    針對包鋼初軋廠精整車間鋼吊車樑上部區域出現裂縫這一問題，本文首先綜述了國內外關于焊接鋼吊車樑上部區域疲勞裂縫的研究現狀；其次對整個吊車梁系統的外觀情況（包括連接、裂縫、腐蝕、銹蝕、制動桿件斷裂、吊車啃軌等）進行了現場調查，抽樣實測了梁的應力、化學成分、變形及軌道偏移等，根據實測結果，對吊車梁系統的承載能力進行了驗算；然後，根據現場調查及計算結果，探討了焊接鋼吊車樑上部區域疲勞破壞的機理，分析了重級工作制鋼吊車梁出現疲勞裂縫的原因，制定了初軋廠精整車間破損鋼吊車梁的加固方案；最後就重級工作制鋼吊車樑上部區域出現疲勞裂縫的修復與加固方案提出了一些意見和建議。
  3. The table will write down all about the electronic records during their life period. the content noted in the table will be the only basis on original and reality " testing of electronic records ". the major task of the second levels is to build the tight filing rules, moreover, combined the " life cycle table ", to build the test system to assure the original and the reality of the information during filing ; the assignment of the third level is to build testing and restoring measures of the original and the reality. by maintaining the media of electronic archives or building information file of electronic archives etc, electronic archives can maintain their available ^ visuak understandable during their deadline ; meanwhile, to build the safe control of the system through the workers dispersed authorization and deterring skills, to formulate the standards of the protective system, such as the standard of the basic structure of united electronic records ^ electronic archives. all of this is important to protect the original and the reality of electronic records and electronic archives

    「生命周期表」所記錄的內容將作為電子文件歸檔時檢驗原始性、真實性的唯一依據；電子文件歸檔管理層中的主要任務是要建立起嚴密的歸檔制度，同時結合「文件生命同期表」建立檢驗措施保證電子文件在歸檔過程中信息內容的原始性、真實性；電子檔案保管層中主要任務是建立電子檔案數據原始性、真實性檢驗及原始數據恢復管理措施，通過對電子檔案載體的維護、建立電子檔案維護管理的信息文檔等工作，確保在保管期限中的電子檔案保持其可用性、可存取性、可理解性：建立電子文件與電子檔案原始性、真實性保護體系安全控制，通過對系統工作人員授權分散化、建立用戶標識與認證技術等措施確保「保護體系」安全運行；加強「保護體系」涉及的標準與規范的制定工作，如建立統一的歸檔電于文件、電子檔案基本結構等標準對保護電子文件、電子檔案信息原始性、真實性有著重要意義。
  4. The following conclusions are gained : ( 1 ) the located shear band prongs the ligament near the top crack tip and the structure may occur shear - mode fracture at the angle of 155 ? to crack when load is 87. 92mpa ; the mode of fracture of the flange joint structure is not possible to be void - mode ; ( 2 ) it is proved that loading and then unloading repeatedly can not increase the possibility of invalidation of the structure when the times of loading and unloading are not too more when load is operating pressure ; the structure is safe when the vessel is operating ; ( 3 ) in the fe model of the thesis, not considering the influence of water pressure test which is in the process of fabrication of vessel in fe results in larger deviation in analysi

    得出了以下結論：在8792mpa的載荷下筒體一封頭連接結構處的集中剪切帶貫穿韌帶，可能發生沿與原裂紋線成155 「角方向剪切型斷裂；筒體一封頭連接結構不可能發生韌窩型斷裂； （ 2 ）在工作壓力下進行次數不多的反復加、卸載，結構不會破壞，也不會喪失安定性：結構在工作狀態下是安全的； m在本文的彈塑性有限元模擬計算中，對于裂紋尖端進行力學分析時，不考慮壓力容器製造過程中水壓試驗的影響，將導致計算結果出現較大的偏差； （ 4 ）筒體完全屈服時的載荷為92石3mpa ，封頭完全屈服時載荷為86
  5. According to newly unearthed epitaph of li wukui, the paper discusses two issues concerning the historical and geographic study of the western regions : one is that the battle in which li wukui died was the defence of shazhou against the allied attack of the tubo and turk occurred in 694 ; secondly, the date of the establishment of doulujun army of shazhou in the tang dynasty is pushed to the first year of the zaichu reign ( ad 690 ) from the period of shengli reign

    摘要本文根據新出土的李無虧墓誌，重點論述了兩個關于西北史地方面的問題：一是關于李無虧戰死沙場的那次戰爭，為發生在694年同王孝傑克復安西四鎮有著直接關系的一場抗擊吐蕃與突厥聯合進攻的沙州保衛戰；二是將唐代沙州豆盧軍的設置時間由原來聖歷年間推至載初元年（ 690年） 。
  6. Various previous methods after the loading is constant are summarized and classified into two categories : semi - math methods and pure - math methods, the common and difference among these methods is discussed. then, by analyzing the characteristics of the process of the foundation settlement, the model for predicting foundation settlement based on " law of massaction " is put forward. this paper relies on the research of the section of the soft foundation of the shen zhen bay

    本文總結了以往荷載穩定后的沉降預測方法，將其劃分為半數學方法與純數學方法，尋找各預測方法相互之間的聯系;其次區別于傳統沉降預測方法的研究途徑，從沉降過程的發展特徵出發，根據描述物理化學反應過程發展特徵的質量作用定律原理，探討了地基沉降預測的「質量作用定律」模型。
  7. In the second of this article i listed the five causes about why the issue of quebec has been existing so long time : the most important cause of the issue of quebec is the intense desire of keeping and persisting the speciality of the france origins in the british origins dominating society ; the culture conflict based on language is imbued with the whole process of quebec issue ; the issue of quebec interweaving with constitution crisis is a important stimulative factor ; the defect in the system of the canada federation affords chance for the rapid development of the issue of quebec ; the change of economic status accelerate the quebec separate trend

    本文第二部分概括出魁北克問題長期存在的五方面原因：在英裔佔主導地位的社會中，使法裔的種族特性得以保持和延續的強烈願望是魁北克問題的主要原因；以語言為載體的文化沖突貫穿于整個過程；魁北克問題與加拿大憲法危機相互交織是重要刺激因素；加拿大聯邦制自身的結構缺陷為魁北克問題愈演愈烈提供了可乘之機；魁北克經濟地位的變遷加劇了其分離的傾向。
  8. In this paper, the traffic surveys and analysis of typical heavy - load road were performed firstly ; also the characteristics of traffic, load and distribution of axle load were studied. the deficiencies in the calculation method of surface equivalent modulus of foundation in present specification of cement concrete pavements design for highway were analyzed. based on the elastic multi - layer theory and principles of displacement equivalence, and a great amount of computing data, a calculation method was established

    本文首先從典型重載交通道路的交通調查與分析入手，研究了重荷載交通道路的交通量、軸載分佈及荷載特徵，針對現行設計規范中關于基層頂面當量回彈模量值計算公式存在的不足，利用彈性層狀體系理論，按照彎沉等效原則，通過大量的計算分析，回歸出了精度較高、適用范圍更廣的基層頂面當量回彈模量計算公式。
  9. Researching on the technology if reverse order is to study strains if pits, structural systems if basement, environmental surwey and underpinnings. on account of emphasizing developing methods if checking strength if pick - ets, modemizing machenes of excavation and studying methods of underpinning is put forward and is a way if controlling the quality of pickets in sites, which leads an active effect ; synthetic application if rankintheory, spatial and time effect theory to excavation tl aanalyze the state of soil force and strain is brought forward and the time effect should be considered in the zone of clay, the formation and development of soil plasticity are analyzed and the most dangerous zone to decide how to excavate and where to begin is found ; analyzing the cause of picket settlement during reverse order and the differential settlement and discussing hlw to solute it. duringh the temporary survey and the environmental warship, bringing rorward the theory of environmental vibration and analyzing the state of soil force and probability of losing stabilization of soil under the effect of environmental vibration ; analyzing the state offeree in underground concrete wall by the method of mathematics and pointing out the place of the maximum force and deformation. based on systematic illustrating the reverse order, problems about application and development of reverse order and suggestions also are expressed

    鑒于國內外的研究把重點放在大力發展工程樁的實驗室承載力監測方法與設備、如何使土方開挖機械現代化及對周圍建築的臨測方法上，本文提出了現場利用聲波層析成像技術監測鋼砼樁內部質量的方法與程序，並得出了聲波層析成像技術是砼樁的動態質量檢測的有效手段，這對指導施有積極、現實意義；提出了綜合運用朗肯土壓力理論、基坑空間和時間效應影響理論來分析逆作法施工過程中基坑邊坡土體應力及應變的變化情況，指出粘土地區也應考慮時間效應，並且進一步分析了基坑邊坡土體的塑性區形成和發展，找出邊坡最不利的區域，以確定地下室土體的挖掘的方式和順序，指出憑主觀臆斷與經驗來施工是不可取的；在分析、經較逆作法與大開挖順作法的地下室結構體系受力情況及施工順序的不同，提出了節點處理技術；分析了逆作法施工期間樁的沉降變化原因及由此而產生的差異，並探討了解決的方法；本文還提出了環境振動對土體邊坡穩定產生影響的觀點，並分析了在環境振動影響下，土體的應力狀態及土休失穩破壞概率，並且還運用彈性力學知識和數學分析的方法定量地分析了地下混凝土墻受力狀態，指出了被監測墻體的最大應力、應變位置。
  10. After analyze the foundation of the current national code ( code for fire protection design of tall buildings gb500045 - 95 ) through experiments and fire simulations, the author has found that there are some limitations on the use of this national code for the designing of smoke management system in an atrium. this paper has been discovered that it is not enough when using the smoke layer interface height as a criterion to make an assessment on the safety rate in a building fire, or to calculate the egress time

    通過上述實驗研究和數值模擬研究，發現當採用我國現行的《高層民用建築防火設計規范》 （ gb50045 - 95 ）來指導中庭建築的排煙系統設計時，在本文設計的火災場景條件下（參照實際的中庭商場調研情況，即火災載荷密度較大時） ，對于本文實驗研究中所採用的相似模型及原型建築，無論是採用自然排煙或者是採用機械排煙，其排煙量皆不足。
  11. This paper will present an improved method which can take account of the transverse inclination and predict the motions and wave loads of a ship in heel

    本文嘗試對原有的切片法進行擴展，使之能夠考慮到船體橫傾影響，進而重新建立運動方程，求解處于橫傾狀態的船舶在波浪中的運動響應及剖面波浪載荷。
  12. On the bases of designing a primer pair, we obtained the coding domain sequence of rbp by pcr from cdna library. then the gene was cloned into pgem - t vector, the dna sequencing showed that the cloned gene was in agreement with the reported sequence. then the tageted gene of rbp was further subcloned into a procaryotic expression vector pbv220 and constructed recombinant plasmids was named pbv220 - rbp. in order to expresse rbp in procaryotic cell efficiently, the recombinant plasmids was introduced into e. colidhs a straints. expression of rbp was induced by temperature induction

    本實驗在合成該蛋白基因上下游引物的基礎上，利用pcr技術，從人睪丸cdna庫中釣取目的基因，並克隆于pgem - t載體中，經序列測定證明與文獻報道基本一致，再將目的基因從重組克隆質粒中亞克隆于pbv220原核表達載體中，轉化宿主菌，經溫度誘導后，進行sds - page電泳分析，發現在約21kd位置上出現了一條明顯的蛋白帶，與預期相符。
  13. The distributed networked parallel architecture and load balance resolution scheme which is adapt to this kind of architecture have been simulated on the surface vessel command and control system artificial platform, and the experiment shows that the performance of the surface vessel command and control system is higher than that of the original distributed system by making use of this kind of method and proves that the method discussed in this thesis has some practical value

    本文所提出的分散式網路并行體系結構和適應于這種體系結構的負載平衡方法在艦載指控系統模擬平臺上做了模擬試驗，證明這種方法的應用使艦載指控系統在性能上比原有的分散式系統有所提高，從而驗證了本文所提出的方法具有一定的實用價值。
  14. The traditional static location area scheme used in the location updating procedure of mobile communications has many problems, such as lack of flexibility, ms oscillating between la borders, focused signaling load on border cells, etc. in this paper we present a new adaptive location updating scheme, which can solve the above problems, and can change easily to other la schemes. the scheme uses multi - level las, selected according to single ms s mobility and call characteristics, to make the best tradeoff between wireless signaling cost of location updating and paging

    在移動通信的位置更新過程中，傳統的靜態位置區方案存在著缺乏變化的靈活性、邊界振蕩、信令負載過于集中問題，本文提出了一種新的自適應位置更新方案，採用不同級別的位置區，位置區的選擇根據移動臺當時的移動和呼叫情況，按照使位置更新和尋呼的無線信令總代價最小的原則確定.該方案可有效地解決靜態位置區的各種問題，並能方便地與其它位置區方案切換
  15. Some effective methods are given out to eliminate the extra force in this paper, such as variable structure pid control, position compensation, and velocity feedback. they greatly improve the performance of the loading system. but for the full - loading of fore - landing gear, it still ca n ' t meet the loading precision completely

    為了克服多餘力，本文採用了變結構的pid控制及位置補償、速度反饋等方法，對于主起全載和前起半載試驗，取得了良好的效果；而對於前起全載試驗，在進一步採用對給定載荷譜進行濾波，模糊控制等方法后仍不能完全滿足要求的性能指標，在加載試驗研製總結中簡單分析了其原因。
  16. Via the practical engineering of improving the soft foundation with the low intensity piles composite foundation the field test study is done. these work is done : ( 1 ) the method of improving the soft foundation of the bridge approach with the low intensity piles composite foundation is summarized ; ( 2 ) the field test method of improving the soft foundation of the bridge approach with the low intensity piles composite foundation is summarized ; ( 3 ) the strain character of the low intensity piles composite foundation under the embankment load is studied ; ( 4 ) the stress character of the low intensity piles composite foundation under the embankment load is studied and the differences of the pile - soil stress ration and what make them is discussed ; ( 5 ) the calculating mode of bearing capacity of low intensity piles composite foundation is discussed

    本文藉助于低強度樁復合地基處理橋頭深厚軟基的實際工程，對低強度樁復合地基加固橋頭軟基進行了試驗研究，做了以下工作： （ 1 ）對低強度樁復合地基加固高等級公路軟基的方法進行了總結； （ 2 ）對低強度樁復合地基加固軟基的試驗方法進行了總結； （ 3 ）研究了低強度樁復合地基在堆載作用下的變形性狀； （ 4 ）研究了低強度樁復合地基在堆載作用下的應力場特徵，並對不同性質荷載作用下低強度樁復合地基樁土應力比進行了比較，分析了存在差異的原因原因； （ 5 ）對低強度樁復合地基承載力的計算方法進行了探討。
  17. This paper inherits the existed distributing vod system architecture and reaches some achievements. first, a novelty replacement algorithm is chosen and modified, thus it would adapt to system model which has been designed. a load balance strategy for media servers which solves the problems in existed prototype system has been presented, which is in reason for distributing vod system architecture

    本論文的研究工作是在前期分散式vod原型系統的基礎上進行的，主要完成的工作包括：第一，在現有研究成果的基礎上選擇並適當修改節目替換演算法使之適合已有的系統模型；根據原型系統中負載均衡方式所遇到的問題，提出一種對于既定分散式vod系統模型更為合理的負載均衡策略。
  18. On the basis of the fundamental principle of push - over method, together with some basic assumptions, this paper edit computer program of the loading - displacement skeleton curves of the sgrc frame, considering p - delta effect. then this paper use this program to calculate and analysis the loading - displacement nonlinear relations of eleven sgrc frames, which are in two different loading modes. the results calculated by computer are in good agreement with experimental values, so this program is accurate, and the push - over method is practicable analytical method in actual anti - seismic design

    本文依據靜力彈塑性分析方法的原理，編寫了關于鋼筋混凝土框架的荷載-位移非線性曲線關系的計算程序，其中考慮了框架的二階效應的影響，對兩種採用不同加載制度的共11榀煤矸石混凝土框架進行了荷載-位移全過程非線性計算分析，通過分析得到的計算結果，說明了本文程序的準確性，從而驗證了靜力彈塑性分析方法在實際抗震設計中的可行性。
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