area period method 中文意思是什麼

area period method 解釋
面積平分法
  • area : n. 1. 面積；平地；地面。2. 空地；〈英國〉地下室前的空地。3. 地區，地方；〈比喻〉區域；范圍。
  • period : n 1 時代；期；時期；期間；階段。2 〈the period〉現代，當代。3 周期；【地質學；地理學】紀。4 終結...
  • method : n 1 方法，方式；順序。2 （思想、言談上的）條理，規律，秩序。3 【生物學】分類法。4 〈M 〉【戲劇】...
  1. In the period of the war of resistance against japanese ( 1937 - 1945 ), the shanxi - chahaer - hebei border area government set up a system of the agricultural tax paid in grain to save the nation, including the imposition principle of unified progression, the stockpiling method storing grain among the people, and the way drawing again by ticket only

    摘要抗日戰爭時期，晉察冀邊區政府為適應敵后游擊戰爭的特殊需要，創設了一整套不同於傳統完糧納稅形式的救國公糧制度，它包括統一累進的徵收原則、藏糧於民的儲存辦法、憑票領糧的支取方式。
  2. ? answers : estate business contract ought to have the following article : 1 ? of ? the full name of party or name, address ; 2 ? of ? number of estate right certificate ; 3 ? of ? borderline of the position that estate reposes, area, the four boundaries of a piece of land or a construction site ; the property of access of date of ground of land an administrative unit in xizang, land mixes 4 ? of ? year period ; 5 ? of ? the utility of estate ; 6 ? of ? buy sale price money and terms of payment and date ; the date that pay of 7 ? estate uses ? ; the rights and interests of public share shares 8 ? of ? the right that reachs mutual person is compulsory ; 9 ? of ? responsibility of breach of contract ; 10 ? of ? the settlement of contract dispute method ; the condition of become effective of 11 ? contract reachs ? time ; 12 ? of ? are bilateral think essential any other business

    ?答：房地產買賣合同應當具備以下條款： ? 1 ?當事人的姓名或者名稱、地址； ? 2 ?房地產權利證書編號； ? 3 ?房地產座落的位置、面積、四至界線； ? 4 ?土地宗地號、土地使用權的性質和年期； ? 5 ?房地產的用途； ? 6 ?買賣價款及支付方式和日期； ? 7 ?房地產交付使用的日期； ? 8 ?公用部分的權益分享及共有人的權利義務； ? 9 ?違約責任； ? 10 ?合同糾紛的解決辦法； ? 11 ?合同生效的條件及時間； ? 12 ?雙方認為必要的其他事項。
  3. Since the suggested method makes a significant improvement in wind speed, it is more suitable for wind field estimation over complex terrain than other methods which only concerns the effect of distance. then we calculate the wind change with evaluation, last we can conclude the wind abase the hilly terrain, we find the wind in westward and center plain is much smaller than other area. while the wind in northward hilly area is much bigger with the hilly arising. the wind of chongqing is the biggest period in spring ( april ), the smallest period in winter ( january ), the wind in summer ( july ) is bigger than its in autumn ( october )

    本文利用重慶及其周邊地區的常規氣象站的1951 ? 1980年30年的風速平均資料，針對復雜地形風速診斷，以地理信息系統為數據處理平臺，根據重慶1 ： 25萬dem數據，來獲得重慶市實際復雜地形的高程，提出了一種適合於起伏地形的權重內插方法，通過引入一個表示地形起伏變化程度的因子，構造了一種新的權重函數，來處理復雜地形上的風速，通過與只考慮距因素同反平內插方法比較發現，本方法更適合在起伏地形條件下使用；然後根據經驗公式在地形上進行計算，得出重慶地區起伏地形下的風速分佈；得出重慶市的西部、中部平原地帶風速較小，而北部山區隨海拔高度升高風速也較大；重慶市風速最大時期為四月份，冬季一月份最小，夏季（七月份）大於秋季（十月份） 。
  4. So in this thesis, 6 classes ( land area, special statistic and investigation, economic and societal statistic, water quality monitoring, soil environment monitoring, soil fertility monitoring ), 90 items of national sustainable land use monitoring monitoring were illustrated, it is also give the method and period for the monitoring of every items

    本文在前人土地可持續利用指標體系研究的基礎上，提出了國家級土地可持續利用監測的六類（土地面積，專業調查統計，社會經濟統計，水質監測，土壤環境監測和土壤肥力監測） ，九十項監測項目，確定了每個監測項目的監測方法與監測周期。
  5. The choice dam type is especial importance, during the designed research of the rock - fill dam, particular under the rock - fill dam with very deeply cover layer, the stress and strain of the middle wall and cutting interpenetration wall of the dam foundation is mostly sensitive, whether the. design of dam is scientific and reasonable, it is very important for cutting interpenetration and stability of the dam, the article offer the reference for the design of cutting interpenetration in the foundation with deep cover with earth the water conservancy in xiaban zone, based on the study and analysis the design of cutting seep in the foundation with deep cover with earth, cutting interpenetration concrete wall and the joining model of cutting interpenetration material in body of dam and the applying effect in the practical worko based on the foundation which absorbed and summarize the achievement of design and research in the inter and outer country, for the project of the clay vertical middle wall and vertical cutting interpenetration, the asphalt concrete vertical middle wall and vertical cutting interpenetration the clay inclined middle wall and the lever carpet layer cutting interpenetration, respectively in terms of the different stage of complete period sluice period and working condition, adopting nonlinear calculate and analysis with the finite element method ; carrying the analysis and study with the 3d finite element method as to the different joining model of the left bank high slope cutting interpenetration body and the foundation concert cutting interpenetration wall ; carrying the analysis and study with the 3d finite element method as to the effect of the wall stress and strain because of the different elasticity modulus of the concert cutting interpenetration wall through the analysis and study with the different project. have comparatively all - around comprehended the various model dam, particular the distribute rule of stress and strain of the cutting interpenetration system, provide for the important evidence of the plastic area size the join model of the foundation cutting interpenetrate wall and dam body cutting interpenetrate system the choice of the dam model and the design of the structure of the dam body, the result of research and advice have very importance value in design and building for the similarity project

    工程設計中，壩型的選取顯得尤為重要，特別對于壩基有深厚覆蓋層的堆石壩，心墻和壩基防滲墻的應力和變形是壩體、壩基最敏感的部位，設計方案是否安全、科學和合理，對大壩防滲和穩定起到至觀重要的作用。本文研究分析了國內外深厚覆蓋層基礎防滲設計、壩基混凝土防滲墻與壩體防滲體銜接形式及工程實際應用效果，為下坂地水利樞紐工程深厚覆蓋層基礎防滲設計的方案選擇提供了參考；在吸收和歸納了國內外堆石壩的設計研究成果的基礎上，對粘土心墻和壩基垂直防滲方案、瀝青混凝土心墻和壩基垂直防滲方案以及粘土斜心墻和壩基水平鋪蓋防滲方案，分別按竣工期和蓄水運行期的不同工作情況進行了有限元非線性計算分析；對左岸高陡邊坡的大壩防滲體與基礎混凝土防滲墻的不同結合型式進行了三維有限元靜力計算分析和研究；對混凝土防滲墻不同彈性模量對墻體應力和變位的影響進行了三維有限元靜力計算分析和研究。通過對不同方案的計算分析和研究，比較全面的了解了各方案壩體，尤其是防滲體的應力和變形分佈規律，為壩型選擇、壩體結構設計、基礎防滲墻與壩體防滲體的結合型式以及塑性區大小的確定提供了重要依據。
  6. Using biomechanics methods, through the study of the influence of different injection and maintain period on the expansion efficacy and shrinkage rate of skin, a rapid expansion method with relatively big expansion area is proposed ; biomechanics analysis in vivo is been made on the expanded skin ; comparing the biomechanics property in vitro of the rapid expansion and conventional expansion with different maintaining times, the parameters such as strength, stress - strain relationship, stress relaxation and creep which reflect the characteristic of the expanded skin have been obtained ; making the research of the expanded skin ' s biomechanics changes at different stage after grafting, the long - term and short term diversified regular has been obtained ; making experimental study and discussing the changes in the microcirculation and vessel structure of exceedingly expanded shin, the relationship between survival length of flap and the changes has been gotten

    本課題旨在用生物力學的方法通過動物實驗來研究不同注水擴張期和維持擴張期對皮膚擴張量和皮膚回縮的影響，探討有效獲取較大的擴張皮膚面積的快速擴張方法；對擴張皮膚進行在體生物力學特性分析；比較了快速擴張和常規擴張在不同維持期的皮膚離體生物力學特性，得到離體生物力學各參數，如強度、應力?應變、應力鬆弛、蠕變等；為全面了解擴張皮膚在移植后的近期和遠期的變化規律，做了擴張皮膚移植后不同階段的生物力學變化的實驗研究；探討了不同擴張量時皮膚的微循環變化和血管結構變化與皮瓣存活的關系。
  7. The packing gland for the conventional high - pressure grouting is modified to be adaptable to the low - pressure curtain grouting ; by which the application area of the grouting method is enlarged along with improved grouting quality and shortened construction period

    摘要通過對常規孔口封閉灌漿法的孔口封閉器進行改造，使孔口封閉灌漿法也適應于低壓帷幕灌裝工程，從而擴大了其適用范圍，提高了工程質量，縮短了工程工期。
  8. Under the horizontal earthquake action and wind force, aim at " the pure frame structure with rectangle columns ", " the pure frame structure with special - shaped columns ", " the frame - truss structure with special - shaped columns " and " frame - shear wall structure with special - shaped columns ", earthquake action analysis was done by the spacial finite element method through the changes structural parameter. analyzing systematically " structure vibration mode ", " vibration period ", " structure lateral rigidity ", " seismic action force ", " seismic response force ", " floor seismic shear force ", " lateral horizontal displacement of structure " and " members internal force ". results indicate : ( 1 ) based on equal area, the special - shaped columns replaced the rectangle columns, the structural lateral rigidity enlarges, the lateral displacement minishes obviously, the earthquake response increase slightly, the biggest increasing amount of frame columns axis - compress ratio is smaller than 0. 08. the whole aseismic performance of structure has improved ; ( 2 ) when the section ' s length and section ' s thickness ratio of special - shaped columns is smaller than 3. 6, the structure benefits to resist seismic action ; ( 3 ) the angle of horizontal seismic action with the whole coordinate is 0 degree, structure earthquake response is bigger, belonging to a control factor of structure aseismic design ; ( 4 ) the frame - truss structure with special - shaped columns and the " a " - brace has the biggest lateral rigidity ; ( 5 ) the frame - shear wall structure with special - shaped columns have bigger lateral rigidity and smaller displacement, members internal force enlarged just rightly, have much superiority of resisting seismic action ; ( 6 ) in the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), adopting special - shaped columns structure system, should reduce possibly the building ' s self - weight in order to reduce the earthquake response ; ( 7 ) the response spectrum method of computing seismic response and the time - history analysis method have similar analysis result

    西安理工大學碩士學位論文在水平地震作用下，並考慮風荷載組合，分別對「矩形柱純框架結構」 、 「異型柱純框架結構」 、 「異型柱框一析架結構」及「異型柱框-剪結構」等四種結構體系，通過改變結構參數，運用空間有限元方法，進行地震作用計算。系統地分析研究「結構振型」 、 「振動周期」 、 「結構側向剛度」 、 「結構地震反應力」 、 「樓層地震剪力」 、 「結構側向位移」 、 「層間位移角」 ，以及「構件內力」 。結果表明:在等面積原則下，異型柱代換矩形柱后，結構剛度增大，側向位移明顯減小，地震反應力略有增加，框架柱軸壓比最大增幅小於8 % ，結構整體抗震性能有所提高;當異型柱肢長肢厚比小於等於3 . 6時，結構有利於抗震;水平地震作用力與整體坐標夾角為0度時，結構地震作用效應較大，屬結構設計的控制因素之一;異型柱框一析架結構採用「人」字斜撐，側向剛度大於「八」字斜撐和「人一八」字混合斜撐;異型柱框一剪結構側向剛度大、位移小，構件內力增大適中，是一種抗震性能優越的結構體系:在抗震設防烈度較高地區（ 8度）和抗震不利的建築場地（ m類場地） ，採用異型柱結構體系時，應盡可能減輕結構自重，降低地震作用力;分別採用「振型分解反應譜」法和「時程分析」法進行地震作用計算，兩種方法所得結果基本一致。
  9. Trenchless technology given rised to the 20 centuries in abroad 70 ' s empress period, as an new construction technique in paving underground tube line. directional drilling come into being the most potential method because it achieve accuracy designed - area on trenchless technology, so it bring great benefit, especially in complexity pipe line area of city

    非開挖鋪設地下管線施工技術（簡稱非開挖鋪管技術）是國外二十世紀七十年代後期發展起來的一項管道施工新技術，定向鉆進非開挖鋪管技術因其高精度的定位能力而成為非開挖四大工法之中最具潛力的技術，在城市管網極為復雜的地區，是其它施工方法難以代替的，社會經濟效益尤為突出。
  10. The objectives of this paper were : ( 1 ) quantitative analysis on agricultural development status in ansai county during 1995 - 2002 period ; ( 2 ) exploration of dynamic variation and direction of rural industry structure adjustment by using the gray correlation analysis method ; ( 3 ) discussion impacts of " grain for green project " on agriculture and rural economics development in the loess hilly and gully area, and the project ' s sustainable

    本文依據1995 - 2002年安塞縣統計資料和農戶調查數據，在對安塞縣實施退耕還林工程以來農業發展狀況進行定量分析的基礎上，運用灰色關聯度分析法，分析確定安塞縣農村產業結構調整的動態變化過程和農業結構調整的方向，以探討退耕還林還草的實施對黃土丘陵溝壑區農業與農村經濟發展的影響，以及退耕還林工程的持續性。
  11. This research based on the cotton sows area distributes and yield undulate regulation above, then applied " the cotton production from economic prosper region transfers to underdevelopment region " model, and period analysis method and self adapt model etc., constructing a set of practical productions estimate model or method on compute

    本研究是以上述棉花播種面積分佈和單產波動規律為基礎，即應用「棉花生產從經濟發達地區向經濟欠發達地區轉移」模型、以及周期分析法和自適應模型等，在計算機上建造而成一套實用的生產預測模型或方法。
  12. The wind speed of reference period is determined by the local primitive data. a method is introduced that determine the wind speed of reference period through short - term wind data such as 3 to 5 years. it provides an evidence for wind - resistant design of the area that lack of long - term wind data

    設計基準期參考風速的確定離不開原始風速資料，對缺乏長期風速資料的地區，給出了一種通過當地短期（ 3 - 5年）的風速資料推算設計基準期參考風速的方法，為抗風設計提供依據。
  13. Through the exploration in this paper, i believe that the method for analyzing a political symbol system in a certain period can be developed into a completely independent model for politics analysis, which can help us to understand the manner in which ideology functions on politics, and can set up a new area for politics research

    通過本文的探討，我認為對特定時期的政治符號體系進行分析的方法，是有可能被擴展成為一種完全獨立的政治分析模型的，它有利於我們認清意識形態作用於政治的方式，而且能夠開辟政治學研究的新的陣地。
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