非結構性措施 的英文怎麼說

中文拼音 [fēijiēgòuxìngcuòshī]
非結構性措施 英文
non-structural measures
  • 非 : Ⅰ名詞1 （錯誤） mistake; wrong; errors 2 （指非洲） short for africa 3 （姓氏） a surname Ⅱ動詞1 ...
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 性 : Ⅰ名詞1 （性格） nature; character; disposition 2 （性能; 性質） property; quality 3 （性別） sex ...
  • 措 : 動詞1 （安排; 處置） arrange; manage; handle 2 （籌劃） make plans 3 [書面語] （施行） execute; a...
  • 施 : Ⅰ動詞1 （實行; 施展） execute; carry out 2 （給予） exert; impose 3 （施捨） give; hand out; best...
  • 結構性 : constitutive property
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  • 措施 : measure; step
  1. Based on the development feature analysis, this paper studies thoroughly the reservoir flood feature and remaining oil distribution through the microstructure, sendimentary phase, reservoir heterogeneity and well control, and proposes the comprehensive adjustment based on the injection and development well net structure and improvement the result of the research is obvious with the production degression rate from 9. 14 % of 1997 to present - 1. 46 %, and water rate from original 0. 33 % to present 0. 16 %. in summary, the research idea, method and new achievement of the thesis provide a scientific geological basis for the oilfield development improvement

    在對本區開發歷程和開采特徵分析的基礎上，從微構造、沉積微相、儲層非均質性、井網控制等方面深入地分析了油藏水淹特徵及剩餘油分佈規律，提出了以完善注采井網、調整注采結構為目的的綜合調整措施，已見到了明顯的效果：油田遞減由1997年的9 . 14降至目前的- 1 . 46 ，綜合含水上升率由原來的0 . 33降至目前的0 . 16 。
  2. 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：從理論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性分佈公式，並將有限元方法應用於剛架拱橋結構溫度應力的計算中，對橋梁結構進行整體溫度應力分析；討論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性分佈；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；並對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相當大的溫度拉應力，並且梗腋的存在反而增加了頂板底部的溫度拉應力；還對幾種相近的剛構式橋型的溫度效應進行了分析對比，總結了這些橋型針對溫度效應的優劣，並提出相應的針對性措施。
  3. At present. ngos in our country have initially formed a scale after long - term development, its special features are emerging and roes of functions perfecting. however, due to the various reasons in reality, ngos characteristics have yet to be fully demonstrated, such as development scale, functional structure non - government non - profit, willingness, self - government, organization and public welfare. its functions are also yet to be fully exercised in the government network featured with three - angle in one government organization 、 market organization and social self - regulation organization, and its role is also ambiguous. this essay exerts synthetically the fundamental tenets of public management, statistics, government economics, politics and related subjects, analyses comprehensively the ambiguity of ngos role definition, and puts forward pertinently the measures of role transformation by concrete ways of case analyses, history analyses and ecology analyses. this essay can be divided into three : part i : analysising the concepts of ngos. rearranging the related theory about

    但現實中，由於多種原因，我國非政府組織的發展規模、功能結構以及其非政府性、非營利性、志願性、自治性、組織性和公益性等特徵還體現得不夠，在政府組織、市場組織和社會自治組織三位一體的治理網路中的功能還很欠缺，其角色定位存在很大的模糊性本文綜合運用公共管理學、統計學、政府經濟學、政治學等相關學科的基本原理和方法，通過個案分析、歷史分析、生態分析等具體方法對我國非政府組織角色定位的模糊性現狀進行全面深入地分析，並且有針對性地提出角色轉換的措施。
  4. From above analysis, the thesis gets conclusions as following : ( 1 ) the frequencies of multi - tower building are so dense and the coupling in each mode is so evident that the cqc method instead of srss should be used to calculate the seismic action effect ; ( 2 ) torsion effects is distinct between the modes of asymmetry multi - tower structure and it is necessary to take translation - torsion coupling into account ; ( 3 ) the effect of the enlarged base rigid on the seismic properties is very big, the rigid ratio of the enlarged base to towers in asymmetry multi - tower structure should be designed in a proper range ; ( 4 ) the distribution of plane rigid is asymmetry because of the asymmetry layout of towers. the torsion effects of structure not only result in large torsion internal force in vertical element resisting lateral displacement, but also make large influences on the stress of transfer plate and near floors, thus it is necessary to strengthen those floors

    通過上述分析，得出以下主要結論：多塔樓結構存在頻率密集現象，各振型間耦聯效應明顯，地震作用計算應採用cqc組合原則而不能簡單地採用srss組合原則；非對稱多塔結構的振型中，扭轉作用明顯，平扭耦聯效應值得考慮；裙樓剛度對整體結構的抗震性能影響很大，非對稱多塔結構宜控制裙樓與塔樓剛度比在適宜的范圍；非對稱多塔易導致平面剛度分佈不均勻，結構扭轉效應不僅在豎向抗側構件中引起較大的扭轉內力，對轉換層樓板應力有較大的影響，且延續至相鄰樓層，對相應樓層均應採取相應的加強措施。
  5. A material nonlinear finite element analysis for the cast - in - place reinforced concrete hollow slab that occurs from initial loading, cracking, yielding to failing is carried on. the cracking load, ultimate load, the displacement rules and the principal stress distribution rules of the hollow slab under the vertical loads are obtained. a material nonlinear finite element analysis for the single span hollow flat - plate floor is also carried on

    其次對空心板進行了從加荷、開裂、屈服直至破壞的全過程材料非線性有限元計算，得到了空心板在豎向荷載作用下的開裂荷載、極限荷載及位移和應力分佈規律；還對單跨無梁樓蓋進行了材料非線性有限元計算，通過分析主應力場明確了柱上暗扁梁的作用；有限元計算的結果驗證了以上的理論分析並得到了一些重要的結論，對改進現澆空心板無梁樓蓋的構造措施有重要的參考價值。
  6. The simplec method, which was improved based on the simple method, is adopted to find the numerical value answers, and the non - structured mixed grid is adopted for grid partition to enhance its self - adaptability to complicated border conditions

    網格劃分則採用了非結構化混合網格以增強對復雜邊界的自適應性。模型通過驗證計算表明，模擬精度較高，為工程措施的科學決策提供了重要依據。
  7. The thesis expounds in a novel and all - round way eight characteristics that quality military personnel of new type need to accomplish the requirements of the new military transformation, that ' s, comprehensiveness, compositeness, all - roundness, innovativeness, developmentalness, intelligence, openness, and applicability. under this model structure, to overcome the deficiencies in current personnel training concept, methods and system, the thesis originates a new personnel training concept characterized by people - oriented education, contents advancing with times, diversified methods, overall quality, and classified administration ; a new personnel training system characterized by comprehensive and optimized disciplinary specialties, overlapping courses, methods of teaching students in accordance with their aptitude, scientific and rational assessment, and quality management integrating the objective with the course ; and a new personnel training measure strengthe

    按照這一模型結構，針對當前人才培養的觀念、方法，機制等方面的不足，創造性地提出了樹立以人為本的教育觀，與時俱進的內容觀，形式多元的方法觀，全面化的質量觀，層次化的管理觀的人才培養新理念；構建綜合優化的學科專業體系、交叉滲新軍事變革中軍隊院校人才培養機制的研究透的課程體系、因材施教的方法體系、科學合理的評價體系，目標與過程相統一的質量管理體系的人才培養新體系;加強人文素質培養、加強軍事體能訓練、注重非智力因素培養、內化信息素、強化實踐性教學的人才培養新措施，構建起了較為完善的新軍事變革條件下軍隊院校人才培養的新機制。
  8. The main task of the thesis is to judge availability of corresponding seismic measures after code revise through processing inelastic dynamic analysis with the method of multi - waves import for these framework of grade 1 and 2 intensity - category 8 and of grade 1 intensity - category 9 designed in terms of the revised criterions of gb 50011 - 2001 and gb 50010 - 2002. the results show that over - reinforcement of beam because of detailing is the most important reason disturbing framework from forming effective energy - dissipation mechanism

    本文的主要任務是嚴格按修訂后的規范gb50011 - 2001和gb50010 - 2002設計8度一級、二級框架和9度一級框架，通過多波輸入（每個結構輸入5條天然波和一條人工波）對所設計框架做非線性動力反應分析，然後按結構的反應結果檢驗抗震設計措施加強后的結構抗震性能，由此對修訂后規范相應措施的有效性做出一定的評判。
  9. Focus on the characteristics of this network, such as dynamic topology, self - organized network and service diversity, this thesis puts forward a diff - service handover algrithm based on traditional handover algrithms. in this algrithm, mobile users with realtime traffic use mobile controlled handover ( mcho ) algrithm combined with some method to avioding ping pong effect, while mobile users with non - realtime traffic imploy mobile assisted handover ( maho ) algrithm associated with some strategies to reduce network cost and guarentee route optimization. in addition, an algorithm is proposed that can realize smooth handover via creating system buffers

    針對「動中通」系統網路結構動態性、自組織性、業務多樣性等特點，本論文借鑒傳統的切換管理思想，結合具體業務模型，設計了區分業務的切換觸發演算法，即實時業務採用移動臺控制（ mobilecontrolledhandover ，簡稱mcho ）的切換方式，並輔以避免乒乓切換的措施;非實時業務採用移動臺輔助（ mobileassistedhandover ，簡稱maho ）的切換方式，並輔以減少系統開銷和路由優化的措施。
  10. In the end, the paper sums up the calculation results, and reviews the whole performance of this type of structures under earthquake actions. except that, it reviews the structures " security about the translation - and - torsion coupling response under the fortification and rare seismic actions, and gives a primary evaluation ; it also discusses some characters of the structures " three - dimensional nonlinear response of torsion under earthquakes

    通過對分析結果的歸納整理，考察了按照新規范設計的這一類不規則框架結構的總體抗震性能；驗證了結構各自在中震和大震作用下抗扭設計方法和措施的安全性，對結構在平?扭耦聯振動下能否達到「中震可修」 、 「大震不倒」的抗震設防目標進行了初步評價；同時也對這一類不規則鋼筋混凝土框架結構在地震作用下的三維非線性動力扭轉反應規律作了初步的探討。
  11. Based on domestic and international researches, this paper have experimental researched on crack - resistance and seismic behaviors of prestressed small - sized concrete hollow block masonry, and below is the concrete contents of research : adopt a finite element analysis soft, and proceed nonlinear finite element analysis to different type and different structure measure of walls. the result expresses that the walls which have window, have stress concentration at the window cape, and easily appear the cracks, the same type walls " carrying capacity of crack - resistance are greatly improved after being prestressed, and compare the different type walls, a problem is discovered that window or hole is consumedly lowered the carrying capacity of crack - resistance and stiffness of wall

    具體研究內容如下：採用有限元分析軟體對不同類型、不同構造措施的墻體進行了非線性有限元分析，結果表明：開窗洞墻體在窗角處存在應力集中，容易開裂；同種類型墻體在施加低預應力度后，其抗裂承載力有較大的提高；不同類型的墻體比較發現，窗洞對墻體抗裂性能、剛度有很強的消弱作用，與試驗結果相符。
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