按位測試 的英文怎麼說

中文拼音 [ànwèishì]
按位測試 英文
bit test
  • : Ⅰ動詞1 (用手或手指壓) press; push down 2 (壓住; 擱下) leave aside; shelve 3 (抑制) restrain...
  • : Ⅰ名詞1 (所在或所佔的地方) place; location 2 (職位; 地位) position; post; status 3 (特指皇帝...
  • : 動詞1. (測量) survey; fathom; measure 2. (測度; 推測) conjecture; infer
  • : 名詞(古代占卜用的器具) astrolabe
  • 測試 : test; testing; checkout; measurement
  1. Single range voltmeters are normally calibrated at cardinal points ( maximum 10 test points ). for multi - range voltmeters, the basic calibration will include measurements at full ranges and linearity check at 5 voltage levels for one range. linearity check for other ranges can be offered at extra cost

    單量程電壓表一般以基點(最多十個點)進行校正;多量程電壓表的基本校正則會包括全量程量及五個電壓量為一個量程進行線性檢查。
  2. Research about ctod and its components 8 ", " shows that the direction angle of ctod vector is identical with the fracture angle of void - mode fracture, which is obtained through experiments, and it is also identical with the result got by peak value line of stress triaxiality. besides, 8 i " was compare with vgc as criterion for initiation of void - mode fracture

    對裂紋尖端張開移ctod及其張開型分量~ 1和剪切型分量~ 11的分析表明,在件發生韌窩型斷裂時,照圓弧裂紋中ctod矢量的垂直方向預的斷裂角與得的斷裂角符合較好,與三軸度脊線預計的結果也比較一致。
  3. Monitor apparatus can measure valid value of three phase voltage and current, power factor, three phase disequilibrium, instant flecker of short time and harmonic without twenty, degree and harmonic distortion total. the paper are laid on the following. ( 1 ) master plan and function of circuit, ( 2 ) hardware design including circuit and principle of a / d conversion, phase lock, liquid crystal display and keystroke and so on, ( 3 ) design of system software including digital filtering, fft, a / d conversion and monitor interface of pc, ( 4 ) system test

    儀能夠完成包括三相電壓、三相電流的有效值、功率因數、三相不平衡、電壓短期閃變、以及20次內的諧波、諧波相、諧波失真總量等的量。論文重點介紹了以下幾部分: ( 1 )電路的總體設計和功能; ( 2 )硬體設計,包括a d轉換、鎖相環、液晶顯示和鍵輸入等原理和電路。 ( 3 )系統軟體設計,包括a d轉換、 fft 、數字濾波等程序的原理和演算法以及上機監控界面的設計; ( 4 )系統
  4. 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、柱架榫卯連接、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,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,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)通過柱架低周反復荷載驗,定了柱架的抗側移剛度、柱架恢復力特性及滯回曲線、榫卯張角剛度及其變化規律、柱架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,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線,斗?抗壓極限承載力及受力變形規律; (五)通過抬梁式殿堂間架模型振動臺驗,定了殿堂木構架結構自振周期,地震反應振形、阻尼特性及阻尼比;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量,對柱根滑移、榫卯變形、斗?的變形、復、耗能減振參數等進行了定量分析。
  5. It was proved that shanghai bell s p3s exchange could not terminate some alarm overhead bytes. instead, it sent back those bytes to mistake local errors for far - end faults. we suggest that shanghai bell terminate such bytes, improve the frame synchronization detection function and the processing of s1 bytes, and add far - end error indication on the multiplexing segment and low - order and high - order channels and far - end out - of - work indication on the low - order channel

    結果表明,上海貝爾p3s交換機不能夠終結某些告警開銷元組,而是將這些元組進行回傳,從而將本端的錯誤誤認為是遠端的錯誤,建議上海貝爾p3s交換機終結方式處理這些元組,完善幀同步檢功能和對s1元組的處理,並增加復用段遠端差錯指示功能、高階通道遠端差錯指示功能、低階通道遠端差錯指示功能和低階通道遠端失效指示功能等傳輸告警功能。
  6. Present methods generally based on the statistics of earthquake damage, expert experiences, theory analysis and experimental researches have obvious advantages, disadvantages and certain scopes of application ; ( 2 ) different prediction methods should be adopted against different building conditions, sites, intensity and experiences etc to predict earthquake damage of buildings for prospective accuracy, dependability and availability ; ( 3 ) earthquake damage matrix, which is the foundation of earthquake damage prediction, of 7 kinds of building in the urban areas of zhangzhou city under intensity 6 to 9 has been set up. the damage conditions of different buildings under different intensity are as followings : all kinds of structures are basically intact under intensity 6 ; the reinforced concrete structures are basically intact under intensity 7, but other kinds of structures are destroyed slightly ; the reinforced concrete structures are still basically intact while other kinds of structures are destroyed intermediately under intensity 8 ; the reinforced concrete structures are destroyed slightly, single - story factories and open houses are destroyed intermediately and other kinds of structures are destroyed seriously under intensity 9 ; ( 4 ) the results of earthquake damage predicting of buildings embody the damage when earthquake happens in the future. thus, further identifications and reinforcements should be considered to buildings that will be destroyed intermediately or more under the earthquake with 10 % exceeding probability in future 50 years ; ( 5 ) the direct economic losses caused by damage of buildings resting with the area, structural type, intensity and damage of all kinds of buildings are the main part of the losses of the city in an earthquake ; ( 6 ) the direct economic losses increased progressively toward high intensity by 2 or 3 times

    基於上述研究,得出的主要結論有:建築物震害預是一個模糊的、系統的、復雜的問題,現有的方法很多一般都是以震害統計規律、專家經驗、理論分析和驗研究為依據,有其自身的優缺點和一定的適用范圍;應針對不同的建築物條件、場地條件、地震強度和已有經驗等,採用不同的預方法進行建築物震害預,以使預結果達到預期的精確性、可靠性和可操作性;建立了漳州市區7類建築物在6度9度地震作用下的震害矩陣,成為指導抗震防災的重要依據,各類結構的震害情況表現為: 6度地震作用下各類建築物基本完好; 7度地震作用下除鋼筋混凝土結構基本完好外其餘以建築輕微破壞為主; 8度地震作用下鋼筋混凝土結構仍以基本完好為主而其餘建築以中等破壞為主; 9度地震作用下鋼筋混凝土結構以輕微破壞為主,單層工業廠房和空曠房屋以中等破壞為主,其餘建築以嚴重破壞為主;建築物的震害預結果體現了未來地震來臨時的震害程度,在編制漳州市區抗震防災規劃時,對于遭遇50年超越概率10的地震影響發生中等以上破壞的建築物應考慮進行抗震鑒定和加固;由建築物的破壞所造成的直接經濟損失是城市地震經濟損失的主要部分,重慶大學碩士學論文中文摘要其主要與建築物總面積、結構類型、地震烈度和各類建築物的震害程度有關;不同烈度造成的直接經濟損失2一3倍向高烈度方向遞增,漳州市區直接經濟損失由6度至9度的比例關系為1 : 2 . 8 : 8 . 6 : 22 . 8 ;遭遇基本地震設防烈度( 7度)時,漳州市區直接經濟損失約4 . 5億元,無家可歸人員約40000人,且以磚木結構和多層磚混結構的震害損失最大;地震造成的人員傷亡主要與建築物倒塌及嚴重破壞的程度和總面積以及震時的建築物室內人數密切相關,地震時無家可歸人員主要與住宅倒塌、嚴重破壞及中等破壞的程度和總面積以及城市人均居住面積密切相關。
  7. Warning c6313 : incorrect operator : zero - valued flag cannot be tested with bitwise - and

    警告c6313 :運算符不正確:不能使用與來零值標志。
  8. Developing a software for the testing machine measuring and controlling system. the software can automatically switch control mode according to standard in the process of tensile testing and automatically judge constitutive mode of material. at the same time, it can automatically measure elastic modulus e, yield strength o s, proof strength, non - proportional extention o 0. 2, percentage extention 8, tensile strength o b, etc. it can applied in industry practice

    在經典pid控制與模糊控制的基礎上,設計了模糊自適應pid控制應用於驗機的應力、應變及移控制; 3 、開發了一套完整的驗機控系統軟體,能在樣拉伸過程中標準自動切換控制方式並自動判別材料本構模式,能夠自動定彈性模量e 、屈服限_ s 、條件屈服限_ ( 0 . 2 ) 、延伸率、強度限_ b等,應用於工程實際。
  9. Based on the detailed investigate on the work of direction to take up an occupation and the valuable experience of many universities and institutes, we bring forward a suit of evaluation indexes for the work of university graduate " s employment, such as the wish of graduates for employment, the employer " s requirement, the rate of the employment obtained, the rate of supply and requirement, the rate of wishes and requirement, the degree of individual satisfaction, the degree of colony satisfaction and the degree of wishes altered, etc. these indexes can reflect the trend of the graduate " s notion for job choice and the requirement from the society, the state of the graduate " s employment with different major and so on. so these indexes are useful for the direction. using the modern computer and database technologies and obeying the rule of software energy, we have developed the management system for university graduates " employments and this software meets the requirement of scientific and high efficiency management

    本文在對高校畢業生就業工作進行詳細的調研基礎上,匯集了多所大專院校畢業生就業分配工作的寶貴經驗,提出了一套高校畢業生就業工作評估指標,如畢業生擇業願望、用人單需求、一次就業率、供需比、願需比、個體滿意度、群體滿意度以及擇業願望調整度等多項指標,由這些指標,可以反映出畢業;生就業觀念和社會需求的變化趨勢,及各專業的就業情況、畢業生擇業願望與社會需求的符合度等等,從而為高校畢業生就業工作提供指導,並且利用現代計算機和數據庫技術,嚴格照軟體工程的方法,經過可行性研究與計劃、需求分析、設計、編程、以及運行維護等階段,研製出了一套高校畢業生就業信息管理軟體,很好地實現了高校畢業生就業工作的科學、高效管理。
  10. According to the slice variable, all the phrases which affect the value of slice variable are put into a slice file and fault will be deleted if the result is wrong after executing hence the range of locating fault is reduced and debugging efficiency is improved

    通過對程序結果的分析選擇合適的切片變量進行程序切片,從給定的切片變量和語句編號處向前回溯,找出所有直接或間接影響切片變量值的語句,將其組成一個切片。若切片變量的值錯誤,則出錯范圍必在其切片內,這樣可以縮小定錯誤的范圍,提高調效率。
  11. Then the coupling beams with new reinforcement layout were made an inquiry into, and the improvement on the seismic behavior by coupling beams diagonally reinforced with a few rows in end regions was found out at last, based on the observations of the experimental phenomena and the analysis of the measurement result, and by the comparison of seismic behavior by making use of hysteretic response, ductility and energy dissipation behavior, a conclusion is presented : the code for design and construction of reinforced concrete high - rise structures ( the draft asked for advise hi 2000 ) ca n ' t ensure that the coupling beams have fairly good seismic ductility ; the result of improvement of the seismic ductility of the coupling beams by the increase hi stirrups besides the strengthen of longitudinal detailing reinforcement was n ' t obvious ; the coupling beams diagonally reinforced with a few rows in end regions have fairly good mechanisms, and the ductility and the behavior of energy dissipation are better than conventionally reinforced concrete coupling beams, so it is suitable to te tised in short coupling beams

    本文通過對三根小跨高比(均為l h = 1 . 0 )剪力墻洞口連系梁在低周反復荷載作用下的驗,了解了嚴格《鋼筋混凝土高層建築結構設計與施工規程》 ( 2000年徵求意見稿)設計的連梁具有的抗震性能,研究了採取增大連梁配箍量同時加強縱向構造筋的方案對抗震性能的影響,並進一步對新的配筋形式的連梁進行了探討,了解了在連梁梁端配置多排交叉斜筋方案對連梁抗震性能的改善。通過對驗現象的觀察和量結果的分析,利用荷載?移滯回曲線、延性和耗能性能等指標對各個件的抗震性能進行了比較,最後得出結論: 《鋼筋混凝土高層建築結構設計與施工規程》 ( 2000年徵求意見稿)不能保證小跨高比連梁具有較好的抗震延性:通過增大連梁配箍量同時加強縱向構造筋的方案對改善連梁的抗震延性的效果不太明顯;梁端配置多排交叉斜筋的連梁具有相對較好的受力性能,其延性和耗能性能等各項性能指標均優于普通配筋連梁,宜在深連梁中採用。
  12. The basic calibration for a single decade ivd will include measurement of voltage ratio for all output settings of the ivd at one test frequency

    一個單盤感應分壓器的基本校正工作包括頻率,量該電感分壓器所有輸出定的電壓比。
  13. This thesis is not only discussing and analyzing mathematically the working principle of y type reflection fiber optic detector, but also deducing the fundamental calculating formula of reflection light intensity, and drawing the displacement - responding sensitivity curve. this thesis also points out the three characteristics curves corresponding to the detections in tiny displacement, biggish displacement, and superficial roughness. these are very creative and completely valuable in practicality

    題目要求,論文對y型反射式光纖探頭的工作原理進行了初步探討和數學分析,推導出反射光的基本計算公式,繪出了移- -響應靈敏度曲線,並指出y型反射式光纖探頭進行微小移、較大移、表面粗糙度時對應的三個特徵曲線段,具有創新之處和實用價值。
  14. Calibration will be made by applying appropriate sinusoidal voltage and current signals with known phase relationship to the meter under test. the ranges of test voltages and currents are 25 v to 250 v and 50 ma to 100 a respectively

    已知的相關系,將適當的正弦電壓及電流訊號加於接受的功率因數表,以進行校正。電壓及電流量程分別為25v至250v及50ma至100a 。
  15. Hard acceleration : the battery supplies additional energy to boost drive power, while the engine and motor provide smooth acceleration response. deceleration braking : the high - output motor acts as a high - output generator, driven by the car s wheels. this " regenerative braking system " recovers kinetic energy as electrical energy, which is stored in the high - performance battery

    照國家「 863 」電動汽車重大專項燃料電池城市客車項目的二期合同要求,大連化物所2004年7月研製成功的100kw燃料電池發動機已於2004年9月1日在清華大學通過了由科技部「 863 」專家組整車單清華大學及國家「 863 」計劃電動汽車專項監理部共同組成的
  16. As can 、 lin 、 uart 、 van, there are lots of car protocol coming out. among them, lin gives the whole network technology new energy and shows us a cheap and stabilized protocol. in this background, faw - volkswagen use the lin bus in the car comfort system, and it is a special word in the car, it mainly control the windows - lifter 、 locks - closedown 、 top lighting - control 、 and baggage trunk.

    從lin總線的實現原理及舒適系統的組成結構入手確定了系統的內容;根據的內容確定了軟硬體的選擇,並進行了控系統的整體結構設計和連接,完成了臺的搭建和調;最後照所要的步驟編寫了上下機軟體。
  17. According to the stress spectrum of weaking section in fatigue test and s - n curve of classic welding joint in this section, we establish a model of life calculating by the principle of fatigue damage equivalence, then we get the relationship between the cross sustaining device ' s actual utilizing life and the load recycle number in fatigue test

    根據疲勞薄弱部在室內疲勞驗中的應力譜及該部典型接頭的s - n曲線,照疲勞損傷等效原則建立交叉支撐裝置的壽命預模型,得到了交叉支撐裝置實際運用壽命與室內疲勞驗加載循環次數的關系。
  18. Main problems are the anti - slide test report and inspection record of high strength bolts that connecting structure steels have not been provided according to the requirement of design ; since there is no measurement certificate attached to the test report issued by the jincheng mine project quality inspection station of shanxi coal mine industry administration bureau, it will not be allowed to use these test reports as the one of unit project quality control documents

    主要是未設計要求提供出鋼架連接處高強度螺栓抗滑移系數驗報告和檢紀錄;由山西省煤炭工業管理局晉城礦區工程質量檢站出具的驗報告無計量認證章,在今後的工程中不能再作為單工程質量控制資料中的驗報告。
  19. The communication between the can - bus node and the control computer was established using lab view and c language. the gui ( graphics user interface ) was designed with labview and the kernel driver, which is written in c language. experiments show that the testing node can communicate with the control computer properly

    2 、在can總線規范的基礎上,照整體結構進行了can總線節點硬體和軟體設計,實表明can總線節點軟硬體聯合工作穩定, 3 、運用labview編程語言,結合c內核程序設計了上機數據管理與控製程序,實現了上機與下機的通信。
  20. To test version of the game and can only choose two teams, respectively zxc shooting, long - and short pass. of course the left mouse button click appears to be completed, arrived at the right place to press z button and click the mouse can shoot

    游戲為版本,只能選擇兩只球隊, zxc分別控制射門,長傳和短傳,當然鼠標左鍵的點擊可以完成帶球,到達合適的住z鍵再點擊鼠標即可射門。
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