設計極限 的英文怎麼說

中文拼音 [shèxiàn]
設計極限 英文
design limits
  • : Ⅰ動詞1 (設立; 布置) set up; establish; found 2 (籌劃) work out : 設計陷害 plot a frame up; fr...
  • : Ⅰ動詞1 (計算) count; compute; calculate; number 2 (設想; 打算) plan; plot Ⅱ名詞1 (測量或計算...
  • : i 名詞1 (頂點; 盡頭) the utmost point; extreme 2 (地球的南北兩端; 磁體的兩端; 電源或電器上電流...
  • : Ⅰ名詞(指定的范圍; 限度) limit; bounds Ⅱ動詞(指定范圍, 不許超過) set a limit; limit; restrict
  • 設計 : devise; project; plan; design; excogitation; layout; layout work; styling
  • 極限 : 1 (最高的限度) the limit; the maximum; the ultimate limit; limitation; extremity; tipping point...
  1. Thirdly, resorting to cooperation - competition model of biomathematics, this thesis proposes a new co - evolution model. simulation results are shown to verify its effect and practicabilitv. last, standard methods for optimizing neural netvvorks are easily trapped into local optimization, and unable to adjust the structure of neural networks, thus their application is limited to certain extent

    本文主要驗證和適應性操作運算元和小生境方法保持群體多樣性的能力,實驗表明兩種方法都能較好地達到目的;利用生物合作競爭模型協同演化來動態地改變群體規模,實驗表明該模型是有效的;人工神經網路是得到越來越廣泛應用的學習系統,但是由於學習演算法存在一定的缺陷,如易於陷入局部值,難以調整網路的結構等,使神經網路的應用受到一定的制。
  2. On the basis of investigations into the progressive yield process and the possible failure modes of rcc gravity dams, the quasi - elasticity design limit state of the ctrtical stability criterion is proposed and the real working state of the dams designed according to the ctriterion is discussed. a check formula using the material strength reducing factor as the safety index and a simplified formula similar to against sliding stability fromula are derived. finally, the corresponding design safety factors are given by using fem calculations with various influence parameters to be taken into account

    本文在研究碾壓混凝土重力壩漸進破壞過程和可能失穩方式的基礎上,提出了以準彈性臨界作為穩定臨界準則的設計極限狀態,分析了按該準則的大壩的實際工作狀態,導出了以準彈性強度儲備系數為安全指標的審查公式以及形式與抗剪斷公式相同的簡化公式,探討了定量算考慮各種因素影響的相應安全系數的合理取值,並與現行規范方法進行了比較
  3. Rick hightower serves as chief technology officer for arcmind inc. he is coauthor of the popular book java tools for extreme programming

    一書的合著者之一,這是一本關于在j2ee開發中採用程式的書;他也是
  4. Simultaneously, combine with his own work experience, the author gets an advanced detail and general design steps. and then illustrates an actual engineering which is designed with the article ’ s recommendatory method and steps. by combining with the test results, it is proved that the ground treatment result obtains the design requirement and the commendatory method is right, which is able to provide reference value to the engineering

    本文首先對加筋土的研究現狀做了詳細的介紹和分析,在此基礎之上,對加筋土地基方法做了一定的研究,對地基承載力力方法做了對比分析,選擇分析法作為本文的推薦方法,並結合作者自身的工作經驗,提出了加筋土地基詳細和全面的步驟,然後用一個加筋土地基實際工程為例,採用本文推薦的方法和步驟進行,並通過現場試驗結果,證明該地基處理達到要求,也證明了推薦方法算的準確性,這對廣大工程師在實際工程操作中有較高的參考價值。
  5. The corbel ' s dimension should be ascertained as the manipulative condition of diagonal section. the amount of longitudinal reinforcement be ascertained on the basis of the flexure model, is obtained according to static for balance condition, the calculative expression of the load is obtained. and in terms of the design method in ultimate state the maximum load

    我國規范對于牛腿的規定,牛腿尺寸的確定以斜截面抗裂作為控制條件,縱筋用量的確定以彎壓破壞模型為基礎,根據靜力平衡條件得到承載力的算公式,按照狀態方法算得到,箍筋用量則按照構造要求確定。
  6. The current chinese foundation design code gbj7 - 89 use limit equilibrium theoiy with elastic soil stress distribution to give out bearing capacity design value calculating fonnula and use elastic soil model to evaluate foundation settlement. according to the above theories, code gbj7 - 89 gives the correlative terms. but these do not accord with the practical mechanism of loaded soil below the shallow foundation and the elastoplastic property of natural soil so defects exist

    我國現行規范gbj7 - 89將這兩者分開考慮,其算地基承載力值的公式是根據彈性地基中應力分佈及土的平衡狀態理論為依據而得出的,求地基的沉降變形時則視土體為彈性,這些理論對地基及土的假與淺基礎地基的實際工作狀態及天然土體的非線性、彈塑性存在一定的偏差。
  7. Now the research and discussion on function design method applying in kickstand crane outlook design are very limited in foreign countries and our country. so this article is meaningful in theory and practice

    目前,國內外關于工業中功能法在門座起重機形態中應用的研究和論述還為有,因此本文的研究無論從工業的實踐上,還是從門座起重機形態的理論上,都具有重大意義。
  8. No longer just rectanglar blue holes surrounded by concrere aprons, today ' s pools come in myriad shapes and sizes - from square wading pools, long lap pools, round spas, and teardrop - shaped jet pools to elaborate naturalistic pools complete with boulders, vanishing edges, waterfalls, and lush landscaping

    而今的泳池也不僅僅局在圓形的藍色了,更多的形狀隨之出現,即便是泳池的邊緣也被為精巧與美觀。
  9. Firstly, the status of our nation ' s water resources, flood and arid hazards is overviewed to illustrate the necessity for study on dynamic control of flood season limited water level. disadvantages in traditional limitsd water level design, static control of limited water level design, static control of limited water level and fuzzy limited water level curve are pointed out, and mending methods for these are introduced. dynamic control and its key problems are analyzed hi next section. the allowable range of limited water level is determined, so as the allowable extreme risk index. the definition of extreme risk is re - illustrated, risk analysis methods in reservoir operation is discussed either. according to the definition of extreme risk rate, the allowable extreme risk rate of reservoir is systematically demonstrated with variant extreme risk indexes and flood season limited water level

    本文首先闡述了我國水資源狀況和水旱災害、說明水庫汛期制水位動態控制研究的必要性;介紹了傳統汛水位、汛水位靜態控制、模糊汛水位過程線存在的問題及其初步改進方法;分析汛期制水位動態控制的方法及關鍵問題;進一步闡述了水庫風險率的定義;根據風險率定義,詳細敘述了不同風險指標時、不同汛期制水位下起調,水庫所能承受的風險率算方法。然後,基於風險率算方法,以白石水庫為背景,研究「考慮壩體自身安全、考慮壩體安全與下游防護對象控制下泄流量的汛水位動態控制的風險率」 。
  10. Although incremental modernisation to the nimitz class has occurred over time, the basic hull design is reaching the limit of its growth potential

    盡管隨著時間的變化尼米茲級進行了現代化改裝,基本的船體已經達到了其改進潛力的
  11. - probabilistic limit states design normal - normal mode

    概率狀態
  12. Convenient calculation method for normal section bearing capacity of reinforced concrete beams subjected to bending

    筋受彎構件正截面承載力狀態的
  13. Based on the philosophy of capacity design, the formulas of overstrength of coupled - shear wall were established to offer the theoretical references for the evaluation on the seismic performances of the shear - wall structures designed by current building codes based on bearing capacity method under severe earthquake, which has been proved correct by the results of nonlinear full range analysis

    摘要基於能力原理,建立了聯肢剪力墻結構承載力的超強算公式,為按現行規范以承載力的剪力墻結構評估其在罕遇地震下的抗震性能提供理論依據,並結合實際工程中剪力墻的算和非線性分析結果,證明了本文方法的正確性。
  14. As miniaturization, reduction in products weight, high power have become the latest trend in electronic products development, traditional design methods and manufacturing technology fail to meet today ’ s demands

    當前,各種電子產品均朝著體積小、重量輕及高功率的方向發展,電子產品的性能受溫度和溫度分佈的影響很大,傳統冷卻器的設計極限與製作技術已無法滿足要求。
  15. Also, the design ultimate strain of cfrp is discussed and a simple design method is brought forward on the basis of experiment results

    本文在試驗的基礎上給出了碳纖維的設計極限應變並提出了加固後梁正截面承載力的簡化算方法。
  16. The analysis results show that the high strength of cfrp can ’ t be fully utilized and limit of ultimate strain of material with lower strength is suggested for structural retrofitting

    本文對這些情況進行了研究,認為碳纖維材料的高強特性在加固中不能得到充分發揮,建議對其設計極限應變進行制或選用中等強度的材料。
  17. Dll design limit load

    設計極限載荷
  18. As miniaturization, reduction in products weight become the latest trend in electronic products development, traditional design methods and manufacturing technology fail to meet today ’ s demands

    當前,各種電子產品均朝著體積小、重量輕的方向發展,電子產品的性能受溫度和溫度分佈的影響很大,傳統冷卻器的設計極限與製作技術已無法合乎要求。
  19. Professor or department head long zhaoshu preside over the curriculum, then we will publish the teaching process on internet regularly so that we can do our utmost of designing together with designers of the whole world who are interested in it

    由系主任龍兆曙教授主課,不定期在網際網路上登載教學進程,與全球有興趣的師一道沖擊設計極限
  20. This course provides mechanical engineering students with an awareness of various responses exhibited by solid engineering materials when subjected to mechanical and thermal loadings ; an introduction to the physical mechanisms associated with design - limiting behavior of engineering materials, especially stiffness, strength, toughness, and durability ; an understanding of basic mechanical properties of engineering materials, testing procedures used to quantify these properties, and ways in which these properties characterize material response ; quantitative skills to deal with materials - limiting problems in engineering design ; and a basis for materials selection in mechanical design

    本課程向機械工程學系學生提供以下知識:當固態工程材料承受機械或熱載荷時的各種反應;介紹與工程材料之設計極限相關聯的物理機制,特別是剛度、強度、韌性、以及延展性;理解工程材料之基本力學性能;用來量化這些性能的測試手段;以及描述材料反應之特性的方式;定量處理工程時所遭遇到材料問題;以及機械時選擇選擇材料之基本概念。
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