試線架 的英文怎麼說

中文拼音 [shìxiànjià]
試線架 英文
test frame
  • : 名詞(古代占卜用的器具) astrolabe
  • : 名詞1 (用絲、棉、金屬等製成的細長的東西) thread; string; wire 2 [數學] (一個點任意移動所構成的...
  • : Ⅰ名詞1 (用來放置東西或支撐物體等的東西; 架子) frame; rack; shelf; stand 2 (毆打; 爭吵) fight;...
  1. Overhead lines - requirements and tests for stockbridge type aeolian vibration dampers

    .型風振減振器的要求和測
  2. Study on aerial cable creep deformation test based on dsp

    空電導蠕變量測系統的研究
  3. Also available is an adapter piece for linear variable filters that fits onto a cuvette holder to clamp the filter slide carriers into place

    我們還提供可用性可變濾光片的適配器片,它可安裝在管支上用於將濾光片幻燈機固定在合適的位置。
  4. This paper studies the inductive displacement transducer ’ s structure and its measuring principle, also studies the whole classical measurement system and analyzes its merits and drawbacks according to related experimental findings. to get rid of classical measurement system ’ s drawbacks such as low stability, narrow linear measuring range, etc. and improve measuring system ’ s performance index, this paper ’ s improves several key technologies in the high - accuracy measuring circuit

    本文研究了電感位移傳感器的結構、測量機理以及其整個測量系統的系統構,並通過驗認真分析了傳統的電感位移傳感器精密測量電路的優缺點,結合本課題的研究需要和技術要求,對傳統電感位移傳感器測量系統穩定不高,性測量范圍小等不足之處進行了改進。
  5. Insulators string for overhead lines with a nomina voltage above 1000v - ac power arc tests method

    標稱電壓高於1000b路絕緣子串工頻電弧驗方法
  6. Based on extensive investigation of construction technique history of chinese ancient buildings, the structure method, structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form. through a series of experiments on constituent parts of chinese ancient timber building structure, including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings, the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings, the tests on vibration isolation effect of friction and slippage between column footing and their socle base, and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions, destroyed conditions and reinforced conditions, many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings, the static function, the seismic performance, energy dissipation, vibration reduction, energy - loss mechanism, nechanicalmode and failure mode were studied. aplenty of valuable parameters of the structure system were obtained, such as the natural period of structure, vibration modes, damping ratio, factor of vibration isolation, oscillate amplitude of ineitial accebration, velocity and displacement, magnitude of slippage, and the mechanism of structure failure and collapse etc. based on these research, the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method, calculating mode, strength analysis of members and joints, strengthening methods for serving damaged ancient timber structure buildings were also taken into account

    依照宋代《營造法式》建造了抬梁式殿堂木結構構件及結構模型,對中國古代木結構中的典型構造如:柱腳在礎石頂面平擱簡支、柱榫卯連接、柱高不越間之廣、側腳、生起、斗拱等的構造機理及結構功能進行了量化分析和實驗研究: (一)通過木柱石礎靜摩擦驗,測定了柱腳與石礎古鏡面間的摩擦系數及摩擦力隨上部結構荷載變化的規律; (二)通過單柱承載力驗,測定了古建築中木柱的受力變形特徵、破壞模式、及模型材料的變形模量、極限承載力、極限變形等參量; (三)通過柱低周反復荷載驗,測定了柱的抗側移剛度、柱恢復力特性及滯回曲、榫卯張角剛度及其變化規律、柱及榫卯的極限承載力和極限變形、及榫卯減振參數; (四)通過斗?低周反復荷載驗和受壓驗,測定了古建築木構件與木構件間摩擦系數,斗?抗側移剛度,斗?恢復力特性及滯回曲,斗?抗壓極限承載力及受力變形規律; (五)通過抬梁式殿堂間模型振動臺驗,測定了殿堂木構結構自振周期,地震反應振形、阻尼特性及阻尼比;按結構分層特點對柱腳、柱頭和斗?層上的屋蓋的地震反應採用多點同步測量,對柱根滑移、榫卯變形、斗?的變形、復位、耗能減振參數等進行了定量分析。
  7. Overhead lines - requirements and tests for stockbridge type aeolian vibration dampers iec 61897 : 1998 ; german version en 61897 : 1998

    .型的風振動阻尼裝置的要求和測
  8. In this thesis, four types of steel beam - rectangular cfst column connections, including normal welded flange plate ( wfp ) connection, bolted flange plate ( bfp ) connection, stiffened end plate ( sep ) connection and double split - tee plate ( dst ) connection, were designed based on the configuration of steel frame connection. total 8 models, 2 models of each kind of connections were tested under low - reversed cyclic loading at the end of cfst columns. the relationships between force and displacement at the end of columns, the relationships between the moment and rotation of the joints, degradations of strength and stiffness, ductility, failure mechanism and failure characteristics of these four connections under different axial - compression ratios were presented

    本文借鑒鋼框節點構造,設計了四種類型矩形鋼管混凝土柱與鋼梁連接節點,包括常規栓焊( wfp )節點、翼緣全螺栓連接( bfp )節點、雙t板連接( dst )節點以及加勁端板連接( sep )節點,進行了四類節點8個模型件在柱端低周反復荷載作用下的抗震性能驗研究,比較了不同軸壓比下節點的滯回性能、強度與剛度退化、延性、破壞機理與破壞特徵,主要結論有: 1 、節點的位移滯回曲與轉角滯回曲為塊型分佈,沒有或略有捏攏現象,耗能能力強; 2 、軸壓比對節點滯回曲有顯著影響,全部節點都有顯著的剛度退化; 3 、位移與轉角骨在峰值荷載後有較長的水平或下降段,具有良好的延性性能; 4 、從整體抗震性能上看,翼緣全螺栓連接節點、雙t板連接與加勁端板連接節點都優于常規栓焊節點,可在實際工程中加以推廣。
  9. For the circuit - breakers of rated voltage 252kv up, the synthetic test methods are introduced according now condition because of the limitation of the transformer short - circuit capacity. the correlative prescribes on switching line - charging current in gb / t1984 - 200x " alternating - current high - voltage circuit - breaker " are discussed according to the test results and theoretic analysis

    由於開合空載驗對電源側的阻抗有明確的規定,這就要求驗電源必須具有足夠大的短路容量,實驗室很難滿足要求,因此,一般對較高電壓等級的斷路器採用合成驗方法,本文介紹了利用現有條件,對252kv以上電壓等級的斷路器採用合成驗時的路。
  10. In part, with the analyses and comparisons of the system construction of chinese textbooks, especially the system of ability training " type, it selects a general edition, two country editions and two city editions to compare their system characteristics. in part, it discusses both the guiding ideas and the basic principles of compiling textbook ' s system, and then looks into the development trends of chinese textbooks. in part, based on the analyses and comparisons, it constructs a new system of chinese textbook for junior high school students on the topic of the grow - up of adolescent spirit and the thread of individual 、 home 、 community

    第一板塊分析比較我國建國后幾個時期語文教材體系建設的成就與不足,尤其是能力訓練型教材體系的成就與不足,分別選取全國通用版一套教材和農村版、城市版各兩套教材作為研究對象,並對它們的教材體系特色進行了比較研究;第二板塊首先探討教材體系建構的指導思想和基本原則,在此基礎上對未來語文教材建設的發展趨勢作出分析展望;第三板塊在前面分析比較和理論探討的基礎上,對構建以青少年精神成長為主題、以個人、家庭、社會為索的初中語文教材體系進行了嘗性研究,該部分先對這種教材體系的基本理念進行了闡述,然後交代基本框及單元構想,並編了一個單元。
  11. To meet the demands for large space and flexible compartmentation of buildings, laminated vierendeel trusses are adopted in high - position transfer story structures. first the bearing characteristics are analyzed, in which reasonable stiffness ratio of the upper chord, middle chord, and lower chord is derived. then combined with an actual engineering model ( 1 8 similar ratio ), the static loading and pseudo - dynamic tests of two models for laminated vierendeel truss used in transfer story structures are conducted, in which one model adopts reinforced concrete, and the other adopts prestressed concrete and shape steel concrete. seismic behaviors are analyzed, including inter - story displacement, base shear - displacement skeleton curves, and equivalent viscosity - damping curves. a program is programmed to carry out the elasto - plastic dynamic analysis, and displacement time - history curves of the two models are derived. the test and analysis results show that the laminated vierendeel truss with prestressed concrete and shape steel concrete has excellent seismic behaviors. it can solve the disadvantages of laminated vierendeel trusses used in transfer story structures. finally, some design suggestions are put forward, which can be referenced by similar engineering

    為滿足建築物大空間和靈活隔斷要求,在高位轉換層結構中採用迭層空腹桁結構.首先分析了其受力性能,得出了空腹桁各構件合理的截面剛度以及布局形式.然後結合一實際工程,進行了兩榀迭層空腹桁轉換結構模型( 1 : 8相似比)的豎向荷載下靜力驗以及擬動力驗.其中一榀為普通混凝土迭層空腹桁,另一榀配置了預應力和鋼骨混凝土,對比分析了兩模型的層間位移比、骨以及等效粘質阻力系數等抗震性能的比較,並進行了彈塑性動力分析.驗和分析結果表明,配置預應力和型鋼混凝土的迭層空腹桁轉換結構具有良好的抗震性能,可以成功地解決迭層空腹桁作為轉換層結構所產生的弊端問題,最後對這類轉換層結構提出了相應的設計建議
  12. Glass flake coating for internal protection, wire spirall - wound complex pipe or nitridizing technology were suggested to be countermeasures

    驗結果和目前的技術發展來看,建議採用玻璃鱗片塗層或採用鋼骨復合管或滲氮工藝進行管保護。
  13. According to eigenvalue equation ( general formula ) of the energy method of the plane steel frame structure stability, and considering the restriction of the end of the column of the main steel frame and function of deflection curve gained from the differential balance equation general resolution, we get the equation for calculating the length coefficient of the main frame structure stability of the steel arch gate and the resolutions are also given

    根據平面剛穩定性能量法特徵值方程(通式) ,考慮弧形鋼閘門主框柱的柱端約束的特殊情況,求出撓曲函數(解函數)通解,得到弧形鋼閘門主框柱穩定性計算長度系數方程。其中弧門主框主橫梁式形框的臨界荷載比較現行規范推薦的有限元法簡單方便、結果精確及物理概念明確等優點。
  14. The experiment procedure and analysis result about exteriorly extended end - plate connection with high strength bolt are introduced primarily ; each sample ' s dimension is given. the adding load equipment, measuring apparatus placed, measuring point established is detailed. adding load measure load and m - curve is produced ; the single span gabled frames horizontal displacement formula is deduced when the horizontal concentrated force is applied to it

    重點介紹了外伸端板高強螺栓連接的實驗過程及實驗分析結果,介紹了各組件的形狀尺寸、加載裝置、測量儀器安放、測點的布置等;給出加載方式及測出的m -曲;計算出驗節點的初始剛度;推導水平集中力作用下單跨門式剛考慮節點半剛性的側移計算公式。
  15. The analysis showed the strain of section is not plain under moment so that the moment is carried by force couple in the outer frame. 4. the paper gave the rigid frame - compression bar model for practical computation

    驗研究的基礎上,提出了密肋復合墻板實用設計的鋼斜壓桿模型;通過彈性有限元分析,就其優化設計進行了探討。
  16. With curvature - force method, this thesis designs the program for nonlinear analysis and simulates the test

    然後本文利用曲率力法編制的非性分析程序,模擬了預應力框驗。
  17. This paper supplies the theoretical analysis and practical discussion on lateral force & friction from point of view about vehicle suspension and shock absorber itself. it gives a new utility engineering concept called shock absorber stiff coefficient. we also sum up the technology norms and parameters of the test of shock absorber lateral forre & friction property on domestic equipment comprehensively

    該文從車輛懸系統的角度和減振器本體的角度對車輛筒式減振器側向受力與摩擦進行了理論分析和驗.提出了減振器硬系數等工程實用新概念.文中系統歸納了使用國產設備進行減振器側向受力與摩擦臺驗的技術路驗參數
  18. Digital distribution frame is suitable for the distribution and connection of digital terminal equipment or exchanger, with performance of circuit redeploy, connection and test

    數字配適用於傳輸碼率為2 - 155mb s以下的數字終端設備或程式控制交換機的數字信號的配與轉接,具有電路調度轉接和測等功能。
  19. Flame testing of cables for use in cable tray in industrial and commercial occupancies

    工業和商業中走內用電纜的燃燒
  20. In this paper, we propose a strategy for selecting synchronization sequences from java multi - thread program based on the analyzing of reading and writing on shared variable, and implemented a deterministic testing framework of java multi - thread program by using the dynamic proxy class. a reachability testing system of java multi - thread program is constructed by the strategy and the deterministic testing framework

    本文提出了一種基於共享變量讀寫操作分析的java多程程序同步序列生成策略,採用動態代理類proxy實現了java多程程序確定性測系統,從而實現了一個java多程可達性測系統。
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