試用期限 的英文怎麼說

中文拼音 [shìyòngqīxiàn]
試用期限 英文
a period of time for approval
  • 試 : 名詞（古代占卜用的器具） astrolabe
  • 用 : Ⅰ動詞1 （使用） use; employ; apply 2 （多用於否定: 需要） need 3 （敬辭: 吃; 喝） eat; drink Ⅱ名...
  • 期 : 期名詞[書面語]1. （一周年） a full year; anniversary 2. （一整月） a full month
  • 限 : Ⅰ名詞（指定的范圍; 限度） limit; bounds Ⅱ動詞（指定范圍, 不許超過） set a limit; limit; restrict
  • 試用 : on trial; try out; on probation
  • 期限 : time limit; allotted time; deadline; due time
  1. While dissertating the functions of ngos, the author attempts to discard traditional approaches discussing in general functions of ngos ’, but tries to make further expansion, clarify the functions of ngos different fields during the transformation period, and discuss mainly it ’ s two major functions in accelerating social development and the reform of the government ; meanwhile, this article also points out the main problems of ngos in the transformation period : the indeterminate circumscription between ngos and government organizations, misplaced the organization goals, undivided functions of community and politics ; the lapsus in management and difficulties in operation caused by double management system ; the low level of ngos ’ internal management, weak survival ability, and the limited ability in mobilizing resources ; deficient management evaluation mechanism in ngos ’ ; low level of legalized management of ngos ’

    在論述非政府組織的作用時，試圖拋開過去泛泛而談其作用的做法，做了進一步的拓展，釐清轉型期非政府組織在不同領域的作用，將其主要定位在對促進政府改革的作用和在社會發展中的作用兩大方面。同時，本文也指出了轉型期非政府組織存在的主要問題:非政府組織與政府組織的界限不明確，組織目標錯位，政社不分;雙重管理體製造成管理體制的漏洞和運作上的困難;非政府組織內部管理水平低，生存能力較弱，資源動員能力有限;非政府組織內部管理評估機制匱乏;非政府組織管理的法制化程度低等。
  2. 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試驗，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）通過單柱承載力試驗，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）通過柱架低周反復荷載試驗，測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?低周反復荷載試驗和受壓試驗，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試驗，測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；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。
  3. Restricted by the long period, high cost and condition, the computer simulation is used to evaluate the communication countermeasure and direction finding rather than making hardware experiments

    由於通信測向硬體測試和分析成本高、周期長、受外界條件限制嚴重，因此在很大程度上依賴計算機模擬技術，計算機模擬獲得了廣泛應用。
  4. Creep analysis methods of high - rise buildings and large span buildings can only refer to creep coefficient method in bridge engineering or the method of degree of creep in hydraulic construction engineering under the present experiment conditions. in this paper, the incremental expressions of concrete creep and shrinkage strain when the initial computational age is not the same as the loading age are derived and corrected from the concept of concrete creep coefficient and the mean value theorem of integral and the principle of superposition. the differences of efficiency and accuracy of creep analysis between the finite element method with creep coefficient and the initial stress method with degree of creep are presented. this paper suggests that engineers should use the initial stress method with degree of creep to estimate the influences of creep on high - rise buildings and large span buildings on the basis of conceptual design

    基於現有的試驗資料，高層及大跨度民用建築的徐變分析只能參照橋梁結構中的徐變系數方法或水工結構中的徐變度方法進行.從徐變系數的定義出發，利用積分中值定理和疊加原理，推導並修正了加載齡期與起算齡期不同時徐變收縮應變增量的表達式，對比了應用徐變系數分析徐變的有限元法和應用徐變度分析徐變的初應變法在效率和精度上的差別，並建議應從概念設計的角度出發，採用徐變度的初應變法來估算徐變對高層及大跨度民用建築的影響
  5. Abstract : creep analysis methods of high - rise buildings and large span buildings can only refer to creep coefficient method in bridge engineering or the method of degree of creep in hydraulic construction engineering under the present experiment conditions. in this paper, the incremental expressions of concrete creep and shrinkage strain when the initial computational age is not the same as the loading age are derived and corrected from the concept of concrete creep coefficient and the mean value theorem of integral and the principle of superposition. the differences of efficiency and accuracy of creep analysis between the finite element method with creep coefficient and the initial stress method with degree of creep are presented. this paper suggests that engineers should use the initial stress method with degree of creep to estimate the influences of creep on high - rise buildings and large span buildings on the basis of conceptual design

    文摘:基於現有的試驗資料，高層及大跨度民用建築的徐變分析只能參照橋梁結構中的徐變系數方法或水工結構中的徐變度方法進行.從徐變系數的定義出發，利用積分中值定理和疊加原理，推導並修正了加載齡期與起算齡期不同時徐變收縮應變增量的表達式，對比了應用徐變系數分析徐變的有限元法和應用徐變度分析徐變的初應變法在效率和精度上的差別，並建議應從概念設計的角度出發，採用徐變度的初應變法來估算徐變對高層及大跨度民用建築的影響
  6. The result indicates that photosynthesis and the cell liquid density of tobacco are both seriously influenced by soil water content, and that photosynthesis is the most vigorous when the lower limit of soil water content is 75 % of water holding capacity of farmland during the vigorous growing period of tobacco

    試驗結果表明：煙草光合作用受土壤水分影響較大，當旺長期土壤含水量控制下限為田間持水量的75 %時，光合作用最強；細胞液濃度的變化受土壤含水量影響亦較大。
  7. If try out expires, it is inside contract period, servantchoose a person for a job the unit can ask laborer pays this to groom charge, specific paying a means is : agree of service period, press service period to wait for a contributive amount, the service time that already performed with the worker is degressive pay ; agree the same term without the agreement, by 5 years the share such as service period gives capital specified number, the service time that already performed with the worker is degressive pay ; both sides already had an agreement to degressive computation means, agree from its

    假如試用期滿，在合同期內，則用人單位可以要求勞動者支付該項培訓費用，具體支付方法是：約定服務期的，按服務期等份出資金額，以職工已履行的服務期限遞減支付；沒有約定合同期的，按5年服務期等份出資金額，以職工已履行的服務期限遞減支付；雙方對遞減計算方式已有約定的，從其約定。
  8. Available empirical results indicate that the creep of reinforcement strongly influences the overall behavior of rs structures, which is demonstrated by excessive deformations. different creep tests are discussed and the test methods to obtain the two kinds of creep curves are compared in this thesis. the methods of how to determine the reduction factor according to long - term strength of creep or allowable strain during the services life are presented

    文中介紹和研究了不同的蠕變試驗手段，比較了獲得兩種蠕變曲線的試驗方法，並給出了兩種蠕變曲線一定范圍外推的數據處理方法;給出怎樣根據設計使用年限的長期蠕變強度或容許應變來確定蠕變折減系數的方法，並用計算實例來說明。
  9. This new method can use the limited time, outlay and resource effectively to predict the lifetime of the rlg

    這種壽命預測方法能夠有效的利用有限的時間、經費和資源來進行壽命預測，縮短試驗周期，減少試驗費用。
  10. Can agree when signing labor contract probation, but labor contract is signed after allowing foretaste to use, probation should include to be inside contract deadline

    在簽訂勞動合同時可以約定試用期，但不答應先試用后簽訂勞動合同，試用期應包括在合同期限內。
  11. If the extension is approved, probation advice form should be completed and attached to the orientation checklist and three - month progress review and processed as in any other instance of disciplinary probation

    假如延長期限被核可，試用通知表格應填寫完成連同新進員工簡介訓練檢查表及三個月績效考核表，做為紀律案件的考量。
  12. Manage shareware application registration and trial periods with this dialog

    用這個對話框可以管理共享應用程序注冊和試用期限。
  13. Through comparing and analyzing of bearing capacity, development of crack and strain of reinforced, the results show that the load - deflection plots f or specimens from the finite element analysis agree well with the experimental data, and choosing the rightful stress - strain relationship, utilizing ansys program, the test process can be well simulated. at the same time, making used of the program, the traditional shear wall is analyzed. it shows that comparing with the traditional shear wall, the hollow shear wall ' s cracking load drop 16 %, yield load and failure load drop 13 %, stiffness drop 13 % ~ 22 %

    其次在試驗的基礎上，將試驗手段、有限元數值模擬方法和理論分析結合起來，利用有限元程序ansys對其中的兩片墻板進行非線性有限元分析，並對前後的承載性能，裂縫發展、鋼筋應變進行了比較和分析，結果表明有限元節點模型分析的荷載-位移曲線和試驗測得數據符合良好，選用合理的材料本構模型，利用ansys可以較好的模擬試驗過程；同時利用有限元模型對比分析了普通剪力墻和空心剪力墻，空心剪力墻與普通剪力墻對比，其開裂荷載下降16 ，屈服荷載、極限荷載下降13 ，剛度下降13 22 ，開裂至屈服、屈服至極限荷載階段的剛度衰減規律與普通剪力墻基本一致，空心剪力墻的後期剛度比較穩定。
  14. It proof that this device is more direct to validate. based on the time effect theory of creep and combined the test and the actual construction circumstance, the paper may be helpful to construction for it is analyzed and simulated by fem

    本文將在徐變時效分析理論的基礎上，結合實際施工情況，通過對不同齡期的混凝土徐變特性的試驗，利用有限元軟體進行節段的模擬分析，對施工起到良好的指導作用。
  15. Building and construction sealants - methods of test for seepage, staining, shrinkage, shelf life and paintability

    建築施工用密封膠.第2部分:滲流沾污性收縮儲存期限和可塗性試驗方法
  16. If the database engine is not listening on ipv4, the attempted ipv4 connection must wait for the time - out period before the ipv6 address is attempted

    如果數據庫引擎未偵聽ipv4 ，則嘗試進行ipv4連接之後，必須等待超時期限過后再嘗試使用ipv6地址。
  17. Follows up closely the end of probation period date and end of contract date

    密切跟蹤員工試用期或合同的到期期限。
  18. Based on the data obtained by the field investigations and tests of core samples, the authors illuminated the genesis deeply, and made a three - dimensional numerical model by using the method of finite element analysis, all these works have grate practicality significance to decide which method to choose to deal with the landslide during construction period or running period of the hydroelectric station

    根據野外實地調查及采樣試驗等數據，闡明其成因及特徵，並採用有限元法對其做三維數值模擬分析其穩定性，對於水電站施工期及運行期採用何種方式支護或處理該滑坡具有實際意義。
  19. In a highly competitive market, interactive television application, hardware, and software developers are faced with limited test cycle time

    在競爭激烈的市場中，互動電視的應用、硬體和軟體開發商面臨著測試周期有限的挑戰。
  20. Code is attempting an early - bound call through a vtable via a class interface that is late - bound only

    代碼嘗試在僅限後期綁定的類介面上通過vtable進行早期綁定調用。
分享友人
分享到 Line

分享到臉書