load-supporting 中文意思是什麼

load-supporting 解釋
承載的
  • 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...
  • supporting : adj. 1. 起支持[支撐]作用的。2. 協助[配合、支援]的；起配角作用的。3. 可提供證據的，證實的。
  1. Admittedly, talladega nights is essentially just an excuse to string together a whole load of gags for will ferrell and his able supporting cast

    誠然， 《塔拉迪加之夜》在本質上就是一個托辭，以便將一大堆為威爾?法瑞爾和那群能幹的配戲演員定做的笑料串連起來。
  2. For the stress analysis of dryers under the line load of supporting rollers, according to hoff theoretical solution of thin cylindrical shell under line loads, mangelsdorf approximate solution is modified on the basis of the calculation analysis for 14 sets dryers " dimension by computer programming with matlab software. the approximate formulas of the second largest hoop stress of the middle section of the shell are derived

    針對托輥線壓載荷作用下烘缸的受力分析，本文根據薄壁圓柱殼在線壓載荷作用下的hoff理論解，在運用matlab軟體對14組常用烘缸參數進行編程計算分析的基礎上，對mangelsdorf近似解作了修正，並由最小二乘法導出殼體中部截面環向應力次大值的近似計算式。
  3. First, we have the resource of web cluster allocated among the classes with pareto optimal method in microeconomic1 model, and have the resource load of each class controlled not to be overused. then a policy for supporting service level agreement ( sla ) is proposed to optimize the resource utility among the web hosting users who may have idle resources or lack resources

    通過採用微觀經濟模型中的pareto最優資源分配方法實現了web集群中業務類的資源分配，然後基於資源利用率來控制業務類服務質量；我們進一步提出sla經濟策略，用來對webhosting客戶資源過剩和不足的情況進行管理，目標是使服務商和客戶的利益最大化。
  4. With the reconstruction of old road, the upgrade of road scale, the accretion of traffic quantity and the manifold of heavy vehicle in my country recently, our desire is higher and higher about the transit capacity of the old bridges. it is more impendent to confirm practice status and supporting load of these bridges on the calzada

    近年來隨著我國路網改造、舊路改建和公路等級的提升，交通量的日漸增大，重型車輛的日漸增多，對原有的公路舊橋的通行能力要求愈來愈高，確定此類公路橋梁的實際使用狀況和實際承載力就顯得尤為迫切。
  5. Study of load - bearing capacity for single - layer cable mesh point - supporting glass curtain

    單層索網點支式玻璃幕墻的承載性能研究
  6. The maximal load - carrying capability of the arch support is calculated by adopting mechanical model of curved beam based on its force analysis, and relationship between bearing capacity coefficient of small curvature arch support and radius and span of curved beam is gained based on supporting capacity comparison of curved beam and straight beam

    採用曲梁模型進行了支架系統的受力分析，得到其最大承載能力；通過與直梁支架承載能力相比較，得到了小曲率拱型支架承載能力系數與曲梁跨度和半徑的影響關系。
  7. Secondly, calculation theory of construction for suspension bridge is presented under the ideal condition of dead load design. linetype change stiffness of cable and slip stiffness of supporting points are deduced based on segmental catenary theory. then numerical analysis method through sgkz2000 software are introduced in detail about calculating design linetype for suspension bridge, unstressed length of cable, erection linetype of cable and pre - displacement of saddle without loads, erection linetype of wire strands, the fixed position for erecting cable band and linetype of lifting stiffening girders

    其次，根據懸索橋恆載設計理想狀態建立了懸索橋施工計算原理；以分段懸鏈線索理論為基礎，推導了懸索的線形變化剛度和懸索支點的滑移剛度；介紹了懸索橋成橋設計線形計算、吊索無應力長度計算、空纜線形與預偏量計算、絲股架設線形計算、索夾安裝位置計算和加勁梁吊裝線形計算的具體方法、數值演算法及軟體sgkz2000的計算模塊的實現。
  8. So the application of partial shear connectors in the building and bridge structure to supporting the fatigue load is feasible, and will bring considerable economic benefits

    因此必要的情況下在建築結構和橋梁結構中採用部分剪力連接來承受疲勞荷載的作用是可行的，並可帶來良好的經濟效益。
  9. Analysis based on a large amount of data about the load - settlement, pile soil stress ratio and stress distribution obtained from the model tests shows that in the horizontal - vertical multiple reinforcing system, the horizontal reinforcing function of the geocell reinforced gravel mattress, the vertical reinforcing function of the gravel pile, the system of load transfer and supporting formed through interaction and working together mechanism between gravel pile composite foundation and geocell reinforced gravel mattress are the main mechanism of its load capacity improvement, settlement and asymmetrical settlement reduction

    試驗結果分析表明：在土工格室碎石墊層碎石樁復合地基這一水平向豎向多元復合地基共同作用的加固體系中，結合了土工格室碎石墊層的水平向增強體作用和碎石樁的豎向增強體作用；土工格室碎石墊層和碎石樁復合地基相互作用，共同工作構成的荷載傳遞和支撐體系是其提高承載力，減少沉降和差異沉降的主要機理。
  10. Strengthening soft soil foundation by mixing cement with soil, which is a specific application of strengthening large - area foundation in piled structure by powder jetting mixing, can increase load supporting capability of soft soil foundation, decrease subsidence and increase stability of edge slope

    摘要水泥土攪拌法加固大罐基礎是利用粉體噴射攪拌法樁裝結構加固大面積地基的具體應用，它可以增加軟土地基的承載能力，減少沉降量，提高邊坡的穩定性。
  11. Studies the reinforce of the sliding construction, which is applied to the main structure, heavy load supporting and supporting for cavity. puts forward a effective reinforce program. the synchro - control, automation and inspection of the sliding construction is researched as well

    分析了滑移施工中的加固問題，闡明了加固基本原理及計算方法；通過對胎架滑移主體結構加固、重載承重架加固以及空洞支撐加固的分析，提出了有效的加固方案。
  12. With the application background of the development of pbc dalian branch " disposal information s ervice system ", the decision supporting subsystem of dalian international cooperating group information system and china life insurance company dalian branch " estimate and planning of market the decision supporting system ", paper applies itself to resolve the above conflict and problem, in order to enhance the self - adaptive of dw system, to implement integration optimization within dw and measure the users compatibility, and to get a self - adaptive dw system. during the process, it uses dw technology, dw quality, corba structure and agent technology. the content is below : ( 1 ) in order to decrease the development cost, to improve the multiplexing of components and to realize load balance and distributional calculation in larger range, paper studies and realizes the self - adaptive architecture of dw with the corba technology, agent technology and java programming language. as a result, the dw architecture get the ability of initiative, permanence and intelligence

    鑒於此，本文以數據倉庫系統面臨的問題與矛盾為研究背景，以中國人民銀行大連資金清算中心清分信息服務系統、大連國際合作集團決策支持系統、中國人壽保險公司大連分公司營銷決策支持系統評估與規劃等三個項目為應用背景，以強化數據倉庫系統的自適應性、在數據倉庫系統中進行聚集優化和度量數據倉庫用戶適用度，得到一個自適應的數據倉庫系統為目的，利用數據倉庫技術、數據倉庫質量、 corba結構以及agent技術，重點研究了以下內容： （ 1 ）為達到降低軟體系統開發成本、提高組件重用性、在較大范圍內實現平衡負載與分佈運算的目的，賦予數據倉庫體系結構主動性、持久性、智能性的能力，本文利用corba技術、 agent技術與java編程語言，研究並實現了數據倉庫自適應體系結構。
  13. A model for compressed bars of tower truss on elasttc supporting and computation of its critical compressed load

    塔架壓桿模型及臨界荷載計算
  14. Nonlinear constitutive relations are discussed for analyzing the stress distribution, the appearance and development of the cracks, as well as the behavior of the boundary conditions of the two way slabs respectively. in the light of the experimental research on r. c. two way slabs under static loading, the behavior of yield line, the load deformation curves and the crack yield, plastic limit loads of slabs with different supporting conditions are studied

    根據反映雙向板混凝土材料非勻質性的本構關系，分析了雙向板在荷載作用下的變形、屈服、裂縫和破壞的形態特性，並對鋼筋混凝土雙向板在不同支承條件下的塑性極限荷載、正常使用撓度（曲線）和截面設計作了進一步研究。
  15. On the basis of simplified calculation model presented by doctor wangxiaoping, some finite element models are set up. by finite element model program sap93, an analysis of static models of 18m - span and 30m - span w666 acmr in different supporting conditions is made. also a study on the relation between definite support displacement, which reflect variational stiffness of substructure represented by steel column or reinforced concrete column, and load - carrying capacity mechanical performance is made too

    本文以w666金屬拱型波紋屋頂為研究對象，沿用王小平博士的簡化計算模型，對18m 、 30m跨波紋拱兩端不同支座形式（鉸支、固支和彈性支座）分別利用有限元計算程序sap93進行計算分析，研究波紋拱在不同跨度，不同支座形式下，不同外荷載作用時對該結構受力性能及穩定承載力的影響，同時分析下部支承鋼柱、鋼筋混凝土柱的剛度變化體現為允許支座位移的大小與結構受力性能及穩定承載力之間的關系。
  16. ( 3 ) fem basic theory of foundation pit excavation stimulation is expounded, numerical model and method of construction simulation are determinated, which includes simplification of two - dimension problem and constitutive model of soil mass i. e. constitutive model of duncan - chang hyperbola model, numerical ways of initial situ stress, stimulation of equal nodal load of foundation pit excavation, nonlinear solutions of basic equations, fem disposing of inner supporting and pre - axial force etc. further fem code of stimulation of foundation pit excavation is compiled

    闡述了基坑開挖模擬的有限元基本理論，確定計算模型及施工模擬方法。包括二維問題的簡化、土體的本構模型，即鄧肯-張雙曲線本構模型、初始地應力場的計算方法、基坑開挖等效結點荷載模擬、基本方程的非線性解法、內支撐及預加軸力的有限元處理等，並編制了模擬基坑開挖的有限元程序。
  17. For example, the commands below will delete the data in the database and load the database supporting an injection rate of 10

    例如，下面的命令將刪除數據庫中的數據，並裝載支持注入速率10的數據庫：
  18. During the setup in the previous sections, a database that is supporting a small number of users injection rate 2 has been created and the corresponding load has been applied to the system for functional testing purpose

    在前面幾節的安裝中，創建了一個只支持少量的用戶（注入速率為2 ）的數據庫，並對系統應用了相應的負載，以進行功能測試。
  19. The multi - purpose tester developed here is aim at testing the mechanics performance of the brittle material, which bases on modular design thought, it contains several modules as the machinery load component, platform of supporting, the function modules and the software system, they can be combined in different function modules to satisfies the need of different application situation. the tester can be used to measure not only general material properties such as elastic modulus, ultimate strain, strength, hardness and toughness, fatigue properties but also various special properties such as the local strength, and surface residual stress at the different location of the brittle component with non - destructive methods. thus the security and reliability of the brittle component can be evaluated and predicted

    本文基於模塊化設計思想，研製了一臺專門針對脆性材料力學性能測試的多功能脆性材料試驗儀，其主要包括機械加載模塊、支撐平臺、功能模塊、測控系統、軟體系統等模塊，通過對這些模塊的不同組合可實現不同的功能及滿足不同應用場合要求;系統除了具有測試脆性材料的彈性模量、極限應變、強度、硬度、韌性等常規性能外，還具有無損測試玻璃構件不同位置的局部強度和表面預應力，進而對玻璃構件的安全可靠性和壽命進行預測等功能。
  20. On the basis of comparison of different plan, calculation results of seepage of dam foundation and the calculation results of gate dam foundation settlement value and the integrated analysis of the calculation results of load supporting capacity, with additional reference to other project, the resolutions to the anti - seepage, anti - liquefaction and uneven sedimentation of foundation were put forward

    基於基礎處理各種方案的比較、閘壩基礎滲流的i }算結果、閘壩基礎沉降量的i一1算結果以及承載能力計算結果的綜合分析，參考借鑒其它_二程的成果和計算分析成果，提出了綜合解決閘壩基礎防滲、抗液化和不均勻沉降等問題的處理方案，該方案在各種組合工況下主要建築物的穩定、應力均能滿足規程規范要求。
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