load pull 中文意思是什麼

load pull 解釋
負載牽引
  • load : n 1 裝載，擔子；負擔；工作（負荷）量。2 （車船等的）裝載量；一馱，一車，一飛機。3 【電、機】（機...
  • pull : vt 1 拉，拖，牽，曳 （opp push）; 勒（馬）。2 拽住；扯破，扯開。3 拔去（雞等的）毛；拔（牙齒、瓶...
  1. Energy consume, electric strength, insulation resistance, ground conductivity, leakage current, microwave leakage, power input, normal temperature, humidity treatment, glow wire, horizontal flame, vertical flame, tracking, ball pressure, rainproof, water splash, dustproof, salt fog, endurance, motor load test, cord flexing, cord pulling, pull & torque test, lamp replacement, construction check etc

    能耗、電氣強度、絕緣電阻、接地連續性、泄漏電流、微波泄漏、功率、溫升、濕熱試驗、灼熱絲、水平燃燒、垂直燃燒、漏電起痕、球壓試驗、防雨淋、防濺水、粉塵、鹽霧、耐久性（壽命）試驗、電機負載試驗、電源線彎折、電源線提拉、拉扭力測試、燈頭互換性、安全結構檢查等。
  2. Analysis and modeling for the sub - harmonic load pull characteristics of the cdma power amplifier

    功放電路副諧波負載牽引特性與建模研究
  3. Through the pull - out experiment, the load displacement curve was obtained. contrasting the test results under the different condition to post - installed bar, it was clear about the mechanism of the inorganically post - installed bars. the test results of inorganically post - installed bars was compared especially with the traditional organically post ? installed bars

    通過拉拔試驗，得到了荷載位移曲線，對比了不同條件下植筋的試驗結果，明確了無機植筋的受力過程，特別同有機植筋進行對比，並提出了帶錐頭無機植筋的施工工藝。
  4. Roofing. fasteners. determination of the characteristic resistance of the assembly. test method to determine the pull - out load of fixings out of insulating material or sealing coating from the frame

    屋面.緊固件.組件抗性的測定.測定嵌固件從框架絕緣材料或密封塗層拉拔力載荷的試驗方法
  5. Roofing and wall cladding. fasteners. determination of the characteristic resitance of the assembly. test method to determine pull - out load of fasteners in crow or valley fixing out of their subconstruction

    屋面和墻壁覆面.緊固件.組件抗性測定.拱頂和屋面排水溝安裝的緊固件從基底拉出的拉拔負荷的測定試驗方法
  6. This paper first present a study on the bond properties of furan resin concrete reinforced with gfrp bars, in which the pull - out test was adopted to investigate the bond performance between gfrp bars and furan resin concrete, compare the bond strength of gfrp bars of different surface disposal and validated the feasibility by test the gfrp bars reinforced furan resin concrete beam. then the paper provides a micro - mechanical model for the splitting failure analysis of gfrp reinforced concrete member and deducted the relation between splitting failure load and parameter of gfrp rod

    本文首先對gfrp筋加強呋喃樹脂混凝土及普通混凝土的界面粘結性能進行了實驗研究，對玻璃鋼筋表面採取了三種處理方法，用拔出試驗研究分析了gfrp筋和呋喃混凝土、普通水泥混凝土之間的粘結強度，比較了用不同方法進行表面處理的效果，確定了合適的表面處理方案，並通過對gfrp筋加強呋喃混凝土梁進行了彎曲試驗，進一步驗證了方案的可行性。
  7. The thesis has done the widespread investigation and study to the domestic and foreign ’ s technologies of analogy low voltage and low power, and analyzes the principles of work, merts and shortcomings of these technologies, based on the absorption of these technologies, it designs a 1. 5v low power rail - to - rail cmos operational amplifier. when designing input stage, in order to enable the input common mode voltage range to achieve rail - to - rail, it does not use the traditional differential input pair, but use the nmos tube and the pmos tube parallel supplementary differential input pair to the structure, and uses the proportional current mirror technology to realize the constant transconductance of input stage. in the middle gain stage design, the current mirror load does not use the traditional standard cascode structure, but uses the low voltage, wide - swing casecode structure which is suitable to work in low voltage. when designing output stage, in order to enhance the efficiency, it uses the push - pull common source stage amplifier as the output stage, the output voltage swing basically reached rail - to - rail. the thesis changes the design of the traditional normal source based on the operational amplifier, uses the differential amplifier with current mirror load to design a normal current source. the normal current source provides the stable bias current and the bias voltage to the operational amplifier, so the stability of operational amplifier is guaranteed. the thesis uses the miller compensate technology with a adjusting zero resistance to compensate the operational amplifier

    本論文對國內外的模擬低電壓低功耗技術做了廣泛的調查研究，分析了這些技術的工作原理和優缺點，在吸收這些技術成果基礎上設計了一個1 . 5v低功耗軌至軌cmos運算放大器。在設計輸入級時，為了使輸入共模電壓范圍達到軌至軌，不是採用傳統的差動輸入結構，而是採用了nmos管和pmos管並聯的互補差動輸入對結構，並採用成比例的電流鏡技術實現了輸入級跨導的恆定;在中間增益級設計中，電流鏡負載並不是採用傳統的標準共源共柵結構，而是採用了適合在低壓工作的低壓寬擺幅共源共柵結構;在輸出級設計時，為了提高效率，採用了推挽共源級放大器作為輸出級，輸出電壓擺幅基本上達到了軌至軌;本論文改變傳統基準源基於運放的設計，採用了帶電流鏡負載的差分放大器設計了一個基準電流源，給運放提供穩定的偏置電流和偏置電壓，保證了運放的穩定性;並採用了帶調零電阻的密勒補償技術對運放進行頻率補償。
  8. Through the bonding tests and the theory analysis between the advanced composite glass sheets and the concrete under the general load - carrying condition, the iterative load - carrying condition, the freeze - thaw action, and the defective bonding, the calculative model has been established, and the numerical value of fibre sheet strain under different load - carrying has been confirmed. the bond strength calculative expressions for the concrete bonded with glass fibre sheet under the pull - shear and the bend load - carrying conditions have been established. the author put forward the decreasing coefficient and the calculative expressions for the influence of reinforce effect by the non - effective area and the calculative expressions for the influence of the freeze - thaw action on the carrying capacity of the concrete beams

    本文採用美國泰扶高強復合玻璃纖維布以及與之性能相當、由南京玻璃纖維研究院自行研製開發的egfw430型玻璃纖維布兩種材料，通過在靜載、重復荷載、凍融及有缺陷粘結條件下的高強玻璃纖維布與混凝土粘結性能的試驗研究與理論分析，建立了玻璃纖維布-混凝土的粘結計算模型，明確了不同受力狀態下纖維布應變的設計取值，提出了玻璃纖維布-混凝土抗剪粘結強度的計算公式;確定了考慮非有效粘貼面積對加固效果影響的折減系數;給出了凍融循環次數引起承載力下降的插值計算方法;並驗證了重復荷載作用下玻璃纖維布與混凝土良好的粘結性能。
  9. Based on structure calculation of the pool wall, the top - cover of thin brick shell, pull beam and base plate of underground round - arch single - well - head thin brick shell, the paper proves that such a structure can bear load well and safely

    摘要通過對地下圓拱式單井口磚薄殼的池壁、磚薄殼頂蓋及拉梁和底板進行受力分析和結構計算，闡明了該種結構是一種受力合理、安全可靠的結構。
  10. （ 2 ） the major circuit has been established, composed of rectifier 、 buck - chopper 、 push - pull inverter and matching network, which realizes high - power supersonic ac output. to achieve maximal output power, the pulse frequency modulation ( pfm ) has been applied to auto - adjustment of output frequency, which corresponds to the load ' s resonant frequency

    （ 2 ）建立了超聲電源主電路，其中包括：整流、直流斬波、推挽逆變器和匹配網路等部分，實現了大功率超聲頻交流電的輸出，輸出頻率的脈頻調制（ pfm ）和輸出功率的脈寬調制（ pwm ） 。
  11. Load the film cassette into the film chamber and pull out the film leader so that it extends past the film leader index

    把膠卷盒放入膠卷盒腔，拉出膠卷的牽引頭，使牽引頭超出牽引頭標志。
  12. Bearing capacity and displacement are two main problems in the application of geotechnical engineering. based on a series of pull - out tests using three kinds of paper and a sort of window screening as geogrid, twenty - seven in limit and several in working - stress geogrid - reinforced slope model tests designed through orthogonal principle have been conducted to have obtained the relationship between the bearing capacity and four factors ( i. e. reinforcement, angle of reinforced slope, the designed - length of reinforcement and the distance between layers of reinforcement ). the law of slope lateral ( horizontal ) displacement versus to the height of slope vary with external - load was derived from the model test data, and the main factor affecting the lateral and vertical displacement of geogrid - reinforced slope was obtained through analysis

    承載力（強度）和變形是巖土工程應用領域的兩大主要問題，本文以紙和窗紗布模擬加筋土邊坡的土工格柵，在一系列拉拔試驗的基礎上，以正交設計理論分別安排27個極限應力狀態和若干個工作應力狀態加筋土邊坡模型試驗，並以模型試驗獲得的數據為依據，採用誤差、極差及回歸分析方法，探討了加筋土邊坡承載力與筋類、筋長、層間距、坡角4因素的相關關系，獲得了在外荷載作用下加筋土邊坡的側向位移隨坡高的變化規律（並進行了定性解釋）和坡頂的豎向位移特性，並分析其主要控制因素。
  13. The application designer developer needs to understand how the load - balancing mechanism that is in place manual, push, pull, or some hybrid combination will affect the application, specifically its performance and turnaround time

    應用程序設計和開發人員需要理解目前的負載平衡機制是什麼樣子（手工、推、拉、或是某種混合模式） ，這會對應用程序，特別是它的性能和運行時間產生影響。
  14. Roofing. fasteners. determination of the characteristic resistance of the assembly. corrugated fibre ciment. test method to determine pull - over load

    屋面.緊固定.組件抗性測定.波紋纖維水泥.拉力過載荷測定的試驗方法
  15. Roofing - determination of the characteristic resistance of the assembly - test method to determine the pull - out load of fixings out of insulating material or sealing coating from the frame

    屋頂.耐安裝特性的測定.框架絕緣材料或封裝塗層外的部件拉出力測定的試驗方法
  16. Roofing and wall cladding - determination of the characteristic resistance of the assembly - test method to determine pull - out load of fasteners in crown or valley fixing out of their subconstruction

    屋頂和墻面覆蓋層.耐安裝特性的測定.固定在拱頂或屋谷下層結構之外的緊固件的拉出力測定的試驗方法
  17. Roofing and wall cladding - determination of the characteristic resistance of the assembly - test method to determine the pull - out load of the plates assembly from the subconstruction for plates made from steel or aluminium

    屋頂和墻面覆蓋層.耐安裝特性的測定.鋼制或鋁制板材用的板材組件從下層結構中抽出的負載測定的試驗方法
  18. Roofing and wall cladding. fasteners. determination of the characteristic resistance of the assembly. test method to determine the pull - out load of the plates assembly from the subconstruction for plates made from steel or aluminium

    屋面和墻壁覆面.緊固件.組件抗性的測定.測定部件結構平板組件拉拔載荷的試驗方法用於鋼或鋁制平板
  19. Practice for determining allowable tensile load for polyethylene gas pipe during pull - in installation

    牽引裝配時聚乙烯氣管允許抗拉荷載測定慣例
  20. Thermoplastics piping systems - end - load bearing mechanical joints between pressure pipes and fittings - test method for resistance to pull - out under constant longitudinal force

    熱塑管道系統.壓力管和配件之間端部承載的機械接合.在恆定徑向力下抗拔出性能的試驗方法
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