end loading 中文意思是什麼

end loading 解釋
船尾門
  • end : n 1 端，尖，末端，終點。2 邊緣；極點，極限。3 結局，結果。4 目的。5 最後，死。6 【紡織；印染】經...
  • loading : n. 1. 裝貨。2. 裝載量；重量；載荷；（船隻等的）貨載。 3. 填充物，填料。4. 額外人壽保險。
  1. At the end of the dissertation, example calculation is given under multi - loading cases using the agc software of hydropower station based on dcpm - fga

    最後，運用所設計的水電站廠內agc控制軟體對某電站進行了多個功率點多工況條件下的實例計算。
  2. The main popular theoretical method adopted to study end - plate connection is finite element technique under monotonic loading at present. this paper applies nonlinear ( material, geometry and contact ) finite element method to analyze the behaviors of connections under cyclic load at fist time. contact elements are set between end plate and column flange, screw cap and neighborhood plane, bolt bar and hole

    對于端板連接的理論分析，目前國內外的研究主要局限在單向加載有限元分析范疇，本文首次採用三維非線性（包括材料、幾何與狀態非線性）有限元對端板連接進行了循環加載分析，端板與柱翼緣間、螺栓頭（帽）與相鄰板件間、螺栓桿與孔壁間都設置了反映邊界狀態的接觸單元。
  3. 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

    本文借鑒鋼框架節點構造，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個模型試件在柱端低周反復荷載作用下的抗震性能試驗研究，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 、節點的位移滯回曲線與轉角滯回曲線為塊型分佈，沒有或略有捏攏現象，耗能能力強； 2 、軸壓比對節點滯回曲線有顯著影響，全部節點都有顯著的剛度退化； 3 、位移與轉角骨架曲線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。
  4. That the government further pledges to support, in principle, the added administrative cost incurred during the transition ( as front - end loading for a new university ) and the capital spending needed to build extra teaching and office space for decanting of departments and programmes, with the level of such support to be negotiated

    政府原則上也要答應承擔大學在過渡期間的額外行政開支（作為成立新大學的前期投入） ，也要負責斥資興建新教學樓及辦公室，以應付學系和部門搬遷時的需要。政府應與大學磋商此類支出的資助額。
  5. The ansys, a kind of fea program, was used to build model of small carriage. the procedure of gantry beam bump with secondary beam of bridge was reappeared by running nonlinear calculation and loading program which was written by apdl program language. the closest deforming result was gotten, and the deforming of main beam, secondary beam and end beam and inner stress distribution status were calculated

    採用大型三維有限元軟體ansys對該起重機以及小車架等進行了建模、應用apdl語言編寫加載程序、進行非線性計算，再現龍門橫梁與起重機副梁碰撞過程，最後得到與實際變形結果最接近的一種狀態，得出起重機橋架主梁、副梁、端梁的變形以及其內部的應力分佈情況。
  6. The subject of investigation in the paper could make up the deficiency of the beams under loading combined antisymmetric end moments with transverse uniformly distributed load, and supported the reference for researchers and designers in the field

    本文還分析了影響受彎構件整體失穩的幾種主要因素，特別是通過大擾度理論分析了「短縮」效應對梁整體穩定的影響，這一影響因素在一般的文獻中很少提及，從而使得這方面研究更加全面。
  7. For a lighter much more natural look, after loading blush onto brush, tap end of brush lightly against your hand to remove excess, then apply

    一輕得多的自然面貌加載后赧推刷，塔年底刷輕輕對你的手，以消除過剩，然後運用
  8. Firstly the method of rayleigh - ritz and galerkin were adopted to analyze the beams under loading combined antisymmetric end moments with transverse uniformly distributed load theoretically, and the results were compared with that offered by kirby, p. a and nethercot, d. a, it showed that result was approximate and even lower and so to some extent the approach used in the paper is practice. secondly several principal factors that affect the beam stability were analyzed respectively, especially the shortening effect was mentioned scarely in some literature so far. at last, the author adopted the matlab to program the finite element software to analyze numerically, the results derived from it were agreed well with it

    本文分別採用了rayleigh - ritz法和galerkin法從理論上分析了反對稱端彎矩及橫向均布載共同作用下樑的等效彎矩系數，並與kirby ， p . a和nethercot ， d . a分析結果進行對比，結果表明本文採用的方法得出的等效彎矩系數與其得出結果比較，在均布荷載與端彎矩比例相差不大時基本接近或偏小，說明此方法是可行的，而當均布荷載與端彎矩比例較大時，應根據均布荷載作用進行彎矩等效方法來計算。
  9. This platform is set up above various loading network, shields detail of each loading network, and provides a core ability set. this core ability set can provide different service to end user, and provides the open interface to outside. the third party service providers can develop service by making use of this platform, and operators can put more energy in the network constructing, finally, establishes a perfect industry value chain

    在基於parlay的業務提供模型的基礎上，設計了一個安全、開放的統一業務平臺，該平臺構建於各種承載網路之上，屏蔽了各承載網路的協議細節后提供一個核心能力集，該核心能力集可以向各種終端用戶提供不同范圍的電信業務，同時對外提供標準的開放介面，將網路能力開放給第三方的業務提供商，第三方的業務提供商可以利用該平臺集中精力進行電信業務的開發，向終端用戶提供大量多樣化、個性化的電信業務，運營商則將更多的精力放在網路的建設和完善上，最終形成一個完善的產業價值鏈。
  10. Abstract : according to the deep analysis of the typical punching process, the loading charts and the amplitude - frequency curves of straight side cnc turret press frame are obtained. in the end the dynamic response of a typical process is calculated using modal superposition method by fem software marc and the static and dynamic stress of some nodes is compared as well

    文摘:根據板料沖裁時的工作負荷圖確定了數控回轉頭壓力機的動載荷譜，並通過傅立葉展開，獲得了壓力機的幅頻譜，最後通過marc軟體採用模態疊加法計算了典型沖裁時機身的動態響應，分析了其動態特性，並對特徵點的動靜態應力進行了比較。
  11. Usage : before loading seals or end hanging implement. scraping and clearing burr and cement remaining

    用途：在套管內下入封隔器或尾管懸掛器之前，在座封位置進行刮削清理毛刺和水泥塊殘留物。
  12. After the evaluation of the three parameters in the proposed creep model, which is based on the large numbers of experimental measurements of concrete creep, the influential regularities of concrete filled steel tube columns under long - term loading are investigated. by dispersing time, the method of tangent modulus is adopted to study the relation of creep strain and load time. in the end, this paper took cft specimens with representative geometry and sectional dimensions as examples and adopted the proposed method as an approach to investigate the influencing regularities of many factors, which include the ratio of long - term load to strength, the slenderness ratio, the eccentricity ratio, and the intensity grade of concrete, on cft structures

    在對鋼管混凝土構件長期荷載效應的分析中，本文基於三維粘彈性理論，採用三參數粘彈性模型，提出了核心混凝土徐變的三維有限元分析理論，在總結過去大量關于混凝土徐變試驗實測結果的基礎上擬合了模型中的三個參數，並成功將其應用於鋼管混凝土徐變的三維分析計算中，得到徐變與持荷時間的關系，以典型截面形式的圓鋼管混凝土軸壓、偏壓構件為例，對軸壓比、長細比、含鋼率、偏心率以及核心混凝土等級分別進行了大量的參數分析和實驗對比研究，結果表明二者符合較好。
  13. Then, the size of the snap - back zone propagating towards the loading end increases until snap - back of the entire system takes place

    遠離加載端的區域先回跳，然後回跳區域逐漸擴大，向加載端傳播，直到整個系統都回跳。
  14. Based on the investigation of research and application of concrete - filled tubular column to steel beam connections in china and abroad, according to engineering practice, six full - size specimens that the joints composed by concrete - filled square tubular column and i - shape steel beam divided as a and b groups have been tested under cyclic - loading in this paper. the three specimens of group a are connected by bolt - weld and the group b connected by welded at the end of beams

    本文在總結分析了國內外關于鋼管混凝土框架節點研究與應用現狀的基礎上，以實際工程為背景，在國內首次進行了a 、 b兩組共6個足尺節點試件的低周反復循環加載試驗，其中a組三個試件梁端採用栓-焊連接； b組三個試件梁端為全對接焊接。
  15. The paper concerns about the beams with consideration of residual stress under loading combined antisymmetric end moments with transverse uniformly distributed load, that formula for the linearly distributed moment used in gb50017 - 2003 should be modified for the nonlinearly distributed moment, and kirby, p. a & nethercot, d. a only suggested an empirical formula. therefore, it is of theoretical and practical value to investigate it

    對于本文所研究的既有端彎矩又有橫向均布荷載作用且考慮截面殘余應力的梁，由於其沿梁長方向的彎矩是非線性分佈的，上述公式適用性有待進一步研究加以修正。而英國人kirby ， p . a和nethercot ， d . a .也只給出了彎矩非線性分佈梁的等效彎矩系數經驗公式。
  16. The reliability is validated further on. 3. the static loading test is modeled by plaxis, based on this, the basic bearing mechanism is analysed which comprise the rule of the load - settlement curves, inner and outer friction resistance, end bearing, stress distribution along pile depth and the dissipation of excess pore pressures

    應用plaxis程序模擬單樁靜載荷試驗的過程，並根據計算結果較為詳細的分析了pcc單樁的基本承載特性，主要包括荷載?沉降曲線的特徵、樁壁內外側摩阻力的分佈、樁端阻力的分佈、樁的軸向荷載傳遞以及孔壓消散規律等。
  17. Current design codes of the steel structure ( gb50017 - 2003 ) gave the global stability coefficients of beams under loading of the concentrated load / the uniformly distributed load / the end moments, simultaneously offered its modification factors of the linearly distributed moment

    現行國家鋼結構設計規范（ gb50017 - 2003 ）給出了集中荷載，均布荷載，以及端彎矩作用下樑的整體穩定系數。
  18. State of railway vehicles - passenger area - part 6 : end doors doors between coaches - type of construction : folding doors, sliding doors, roller loading doors, hinged doors

    鐵路車輛的狀況.乘客區.第6部分:客車之間的后門門
  19. The southbound carriageway excluding the general loading and unloading lay - by of the access road leading to tung wah group of hospitals lui yun choy memorial college from its junction with yuk nga lane to its northern end ; and

    不包括一般上落客停車灣，由其與毓雅里交界處起至其北面盡頭處
  20. This paper, by means of experimental study and finite element analysis, investigates the behavior of the extended end - plate connections under static loading, cyclic loading and moment - rotation curves. the main scopes of this paper includes : 1

    本文通過試驗研究及有限元分析，對節點的受力性能、抗震延性和彎矩?轉角曲線等方面進行了研究，主要內容包括： 1
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