校核基點 的英文怎麼說
中文拼音 [jiàohéjīdiǎn]
校核基點
英文
checking datum mark-
The high - enzyme activity has 2 base changes, resulting in long amino acid sequence with native amylase. this inducing method resolved the problem of non - effective induction as in base analogue induction. and the method we used provide a new measure for this kind of work
高酶活編碼區位點突變導致c -端序列變化和終止子的后移本誘變方法克服了用堿基類似物在體內誘變由於核酸復制酶等的校正作用而造成誘變無效的難題，為基因的誘變找到了一條新途經。The thesis finished a sample instrument used in measurement node. it is based on 8 - bit micro controller unit and has smart functions including auto calibration, auto scale change and auto balance of whetstone bridge. the data can be processed, stored, transferred and displayed in the sample device
本文完成了測試系統中基於16位微處理器的網關的硬體架構和軟體實時多任務內核的設計；研製了基於8位微處理器的具有自校正、自動量程轉換及測試電橋的自動調平功能的測試節點樣機；實現了測試節點的數據處理、存儲、顯示和傳送；繪制並編寫了測試節點的硬體電路圖和軟體源程序。Through these studies and analysis, following conclusions could be drawn : ( 1 ) it is necessary to study on harness engineering of landslide and dangerous rock since the main representations of this geological hazard are landslide and dangerous rock through geological investigation ; ( 2 ) it can be concluded though stability analysis that the dingzhuang landslide is stable naturally, which is identical to the in - situ investigation ; ( 3 ) through stability analysis, the landslide would slide if the water level dropped down from 175. 10m to 156. 0m and it rained successively after the three gorges reservoir work. ( 4 ) according to the results of calculation and the characteristic of the landslide, it is suggested that such measures as unloading at upper part, anchorage and pile supporting system and drainage system should be used on the landslide. ( 5 ) according to geological investigation, there are three kinds of dangerous rock in the engineering, those are failing - down rock, collapsing rock and sliding rock
因此有必要對滑坡進行治理； （ 4 ）根據滑坡推力計算結果和本滑坡屬牽引式滑坡的特點，滑坡體上部相對較穩定，中下部處于基本穩定或不穩定狀態，因此建議此滑坡治理採用上部削坡減載與錨拉抗滑樁、擋墻進行支擋結合的處理方法，同時結合截排水等措施進行綜合治理； （ 5 ）根據地勘資料，通過對危巖體的形態、規模、基座和底界層及分佈特點和分析，將本工程危巖體失穩崩塌的方式歸納為墜落式、傾倒式和滑塌式三種類型並分別提出相應的穩定性計算方法； （ 6 ）分別對本工程中的危巖體進行了穩定性計算，並且發現其都處于不穩定狀態，因此根據實際情況分別提出相應襯砌支撐和清理等加固治理措施，最後還對加固后的危巖體進行了校核計算，滿足要求。It is the researchful purpose of this paper that the methods of appraising the existing structural reliability basing on own information are found, which will impel the methods of appraising the existing structural develop from applied methods to probability methods. the contents of this paper have mainly four, including : firstly, the normal value of permanent load in the existing structure is ascertained by the way that is called bayes - small capacity, which considers the dates of design and the road - test dates. secondly, by introducing the random variable that is statistical ambiguity, the statistics of loading and resistance of existing structure are researched
本文研究目的是針對現有結構的特點，建立基於自身信息的現有結構可靠性的實用評定方法，推動我國的現有結構可靠性鑒定方法由實用鑒定法向概率鑒定法發展，主要研究內容包括四個方面：一、結合結構原設計數據和現場抽樣實測數據，研究了恆載標準值的統計推斷方法，提出bayes小樣本統計推斷方法；二、利用統計不定性隨機變量，結合現有結構的特點，提出荷載、抗力變異性的小樣本統計推斷方法；三、分析了現有結構抗力變異性的主要影響因素，並利用實測數據進行了實例分析；四、針對現有結構自身的荷載、抗力統計特性，研究了現有結構承載力的校核表達式，對恆載、抗力分項系數提出修訂建議，建立了基於自身信息的現有結構可靠性實用評定方法。First, based on the analysis to the development condition of computer and property of the input data of bridge, this paper, taking convenience and practicability as principle, develops the multi passages data - in system made up with human - computer interactive interface and excel import model. second, after comparing and analyzing to the calculation theories and methods of creep and shrinkage, clearing up the key steps of creep and shrinkage analysis, the paper takes incremental method to establish program to analyze secondary inner force caused by creep and shrinkage. third, the paper puts some optimal or simplified treatment to the contents of pre - stress and develops relative program ; in addition, through analysis to the different methods used to calculate the secondary inner force caused by pre - stress, the paper combines equivalent load method with finite element, carries out some simplified treatments, and establishes program to calculate secondary inner force caused by pre - stress
首先，在分析當前計算機的發展狀況及橋梁結構輸入數據特點的基礎上，以方便、實用為原則，採用人機交互界面和excel輸入方式聯合的多通道數據輸入系統；其次，通過比較分析徐變收縮計算的各種理論及方法，澄清了徐變收縮分析的關鍵過程，並採用增量法編製程序，實現徐變收縮次內力分析；再次，對預應力的相關計算內容進行適當優化或簡化處理，並編制相應程序；另外，本文還在比較預應力次內力各種計算方法的基礎上，將等效荷載法結合有限元進行一些簡化處理，編製程序實現預應力次內力的計算；最後以三個算例來校核計算方法及程序運行結果的可靠性，取得了預期效果。Combined with the author ' s working practice of theoretical teaching and accounting work, the paper puts forward a preposition of university management accounting system, which takes the finance centralized managment as the goal, the comprehensive budget management as the core, and the cost management and fund management as the focal point, on the basis of rational analysis of lagging and necessity of university management accounting
本文結合自己多年在高校從事理論教學和會計實踐工作的實際，在高校管理會計的滯后性和必要性進行理性分析的基礎上，提出建立以財務集中管理為目標，以全面預算管理為核心，以成本管理和資金管理為重點的高校管理會計體系的設想。Firstly, the paper sums up program foundation of the auto design system for the structure of prestressed composite slab, in which object - oriented programming and multi - language programming are discussed emphatically. secondly, the paper illustrates program design of the auto design system in preprocess section, analyses calculation section and postprocess section respectively, in which the function design of the intellectualized collocation, the continuous beam model, the check of the precast slab, auto generation of the calculations and shop drawings is described weightily. finally, the practical design methods and process of the structure system of prestressed composite slab are expatiated by representative example
在綜述了預應力樓蓋體系以及計算機輔助設計的相關內容，分析了國內外研究現狀，研究了疊合樓蓋的受力機理、抗彎抗剪性能以及經濟指標后，文中首先概括了預應力疊合樓蓋體系自動設計系統的編程基礎，其中重點討論了面向對象程序設計和混合語言編程技術；然後分前期處理、分析計算、後期處理三部分，詳細說明了預應力疊合樓蓋體系自動設計系統的程序設計，其中突出描述了程序所特有的智能布置、連續梁模型、預制板校核、生成計算書及施工圖等功能的設計；最後用實例講述了預應力疊合樓蓋體系的實際設計方法及步驟。This subject, which regards innovative experiment as the core, uses experimental activity as the means, takes the theory and modern information technology as the foundation, have probed the innovative method and means in the physics experiment teaching of the middle school and combined the reality of nan yang middle school of shanghai. ( 1 ) we have processed creative development with campus scientific and technological beauty spots and classroom instruction experiment of middle school of nan yang, and has studied the education function of the science and technology environment of campus and classroom instruction mode based on science and technology environment of campus, which will form radiation function on the student " s education of science and technology ; ( 2 ) we have practised the activity and launches relatively deep research to the innovative experiment, and led students to carried on eastern green boat new energy science and technology activities, innovative performance activity and innovative match, etc. we have made the remarkable effect ; ( 3 ) we have carried on some exploration to the innovative experiment course, formed the innovative experiment course based on the single chip micyoco and figure process system tentatively over one year, and have carried on the teaching practice of the innovative experiment course in four experiment classes
本課題以中學物理創新實驗為核心，以實驗實踐活動為途徑，以先進教育理念和現代信息技術為基礎，探索了中學物理實驗教學中的創新方法和手段，並結合上海市南洋中學實際情況（ 1 ）對南洋中學校園科技景點和課堂教學實驗進行了創造性的開發，並研究了校園科技環境的教育功能和基於校園科技環境的課堂教學模式，以及對學生科技教育形成的輻射作用； （ 2 ）對創新實驗實踐活動展開比較深入的研究，先後帶領學生進行了東方綠舟新能源科技考察活動、創新表演和創新大賽等活動，並取得了顯著成效； （ 3 ）對創新實驗課程進行了一些探索，一年來初步形成了單片機和圖形處理系統為基礎的創新實驗課程，並對四個實驗班進行了創新實驗課程的教學實踐。This article is part of the study of national item which is important part of high arch - dam earthquake protection. in the result of studying the effect to earthquake, the article analysis dam - stress at diference earthquake wave, to procure design parameter on the gate & pier areas
本課題是「九?五」國家重點科技公關項目中有關高拱壩抗震分析的組成部分，是在有關研究成果的基礎上，對已確定的壩型及其壩體及附屬物（閘墩、孔口）進行動力分析，確定有關設計參數，同時也是對以往研究成果的校核。Leaping development calls for leaping management, and the quality guarantee environment asks for the urgent establishment of education - evaluating intermediaries at provincial levels. the last part, the key part of the whole paper, points out basic countermeasures on organizational creation of quality guarantee of gansu higher education. drawing on the ideas and experience from enterprise - management, higher institutions should restructure their internal process of quality management from four main aspects : quality management process, quality planning process, quality checking process and quality realizing process
第四部分，對甘肅高等教育的質量保障組織創新進行了理性思考，筆者認為，高等教育跨越式的發展呼喚跨越式的管理；質量保障的環境凸顯建立省級教育評估中介組織的迫切性；第五部分是本文的重點，提出了甘肅高等教育質量保障組織創新的基本對策，借鑒企業管理中流程再造的理念和經驗對高校內部的質量管理進行流程再造，重點從質量管理流程、質量設計流程、質量審核流程、質量實現流程、質量文化培育等方面進行了論述。分享友人