載板 的英文怎麼說

中文拼音 [zǎibǎn]
載板 英文
support plate
  • : 載Ⅰ名詞(年) year : 一年半載 six to twelve months; six months to a year; 三年五載 three to five ...
  • : Ⅰ名詞1 (片狀硬物體) board; plank; plate 2 (專指店鋪的門板) shutter 3 [音樂] (打拍子的樂器) ...
  1. The plate was loaded in its own plane by a pin passing through the hole in an annular disc fitted in the hole in the plate.

    的孔裏面鑲嵌著一個套環,在此圓盤的孔中穿過一個銷釘而使平在其自身平面內受
  2. Based on the previous research on the portal crane administration, one standpoint put forward in this paper is idea that is on the foundation of reliability in this paper, two viewpoints take shape when reason is analyzed, that is fatigue break and appearing the flaw that will extend. what is the fatigue break ? ( this phenomenon is always happen in some place ), the fatigue is that board appears apophysis and concave when the board is pressed. so that the board ability of bearing the weight of load will descend

    本論文建立在已有的港口裝卸機械管理的研究基礎之上,進一步提出了以可靠性為基礎的港口裝卸機械的管理思想,已有的研究表明,港口機械設備破壞主要由於兩個原因,第一是穩定性問題,特別是構件的局部穩定性,所謂穩定性是指:在的平面內,受到平行於面的壓力作用,使發生隆起、內陷等凹凸不平的結果,從而使能力減弱;第二是結構出現疲勞裂紋及其擴展,這是由於設備長時期運行,而造成設備某些部位出現裂紋並得以擴展,使設備承能力下降。
  3. This paper mainly aims at the characteristics of the hardware and software structure of the parallel computer on satellite, and has fulfilled researches of fault tolerant technique in three aspects of control theories and engineering : the first research of the system level fault - tolerant module is based on the system structure of the parallel computer on satellite, a kind of cold backup module and a kind of hot backup module for multiprocessor computer have been put forward. then the research of software fault tolerant technique which is based on the operate system named rtems has been carried, the mission level fault - tolerate arithmetic and the system level fault - tolerate mechanism and strategies based on the check point technique have been put forward, at the same time the self - repair technique of software which has used the technique of system re - inject has been studied. finally the technique of components level fault - tolerant based on fpga has been studied, a kind of two level fault - tolerant project which aims at the fault - tolerant module of the parallel computer on satellite has been put forward, and the augmentative of circuit that project design realization need is little, this project can avoid any breakdown of any part logic circuit of the fpga

    本課題主要針對星并行計算機體系結構及軟體結構的特點,從如下三個方面進行了容錯控制理論研究和實踐工作:首先進行了基於星多cpu并行計算機體系結構的系統級容錯模型研究,提出了一種多cpu冷備份容錯模型和一種多cpu熱備份容錯模型;然後進行了基於rtems操作系統的軟體容錯技術研究,提出了任務級容錯調度演算法以及基於檢查點技術的系統級容錯恢復機制和策略,同時研究了利用系統重注入進行軟體在線自修復的容錯技術;最後研究了基於fpga的部件級容錯技術,提出了對容錯模塊這一星并行計算機關鍵部件的兩級容錯方案,實現該方案所需增加的電路少,可避免級晶元以及fpga晶元內部任何邏輯發生單點故障。
  4. The analysis calculation method for circular plates subjected to distribution load which is continuous and derivable and axial symmetry

    承受連續光滑軸對稱分佈荷的解析計算方法
  5. Dtu 43 - 4. building works. private contracts. roofs made of load - bearing wood and wood product panels with waterproof coverings. part 2 : special clauses

    Dtu 43 - 4 .建築工程.專門合同.帶防水覆蓋物的木和負支撐木屋頂.第2部分:特殊條款
  6. Cbc hmmwv standard performance specification for cargo bed cover hmmwv, type i

    I型貨平車覆蓋層
  7. Heavy - duty cranked - link transmission roller chains and chain wheels

    傳動用彎滾子鏈和鏈輪
  8. In this study, iltv - nm98a strain and iltv - wanggang strain were multiplied in chorioallantois. a pair of primers were devised according to the nucleic acid sequence of iltv tk gene and the dna of multiplied virus was used as pattern to amplify the gene of tk by polymerase chain reaction ( pcr ). the product of pcr was linked with suitable plasmid. then, the recombined plasmid was converted to escherichia coli. the converted escherichia coli

    根據已發表的iltvtk基因的核苷酸序列設計一對pcr引物,以增殖的兩株iltv的dna為模,分別對它們的tk基因進行pcr擴增。將回收的pcr產物連接到適當的質粒體上,轉化感受態大腸桿菌,通過篩選對iltvtk基因的陽性克隆進行擴增培養。
  9. Degenerate oligonucleotides to highly conserved regions of cucumis melo 1 - aminocyclopropane - 1 - carboxylic acid ( acc ) oxidase gene were used to prime the amplification of fragment of 128bp by ploymerase chain reaction ( pcr ) in samples of genomic dna from fruit of cucumis melo l. cv hetao flesh, which was cloned into plasmid vector pmd - 18 - t. the clon of antisense orientation were selected, and it was inserted downstream of camv35s promoter and enhancer " " of tmv into the plant expression vector pbinyxw, antisence expression vector pbinya was constructed. at the base that pollination and fertilization of cucumis melo l. cv hetao was studied, using pollen tube pathway transformate cucumis melo l. cv hetao, 76 fruit had been obtained, moreover, hardness and content of sugar were analysed

    本實驗以河套蜜瓜果肉基因組dna為模,用甜瓜acc氧化酶基因特異寡核苷酸鏈為引物進行pcr擴增,得到128bp的擴增產物。將得到的擴增產物克隆到質粒體pmd - 18 - t上,篩選反向克隆,然後將其反向構建到植物表達體pbinyxw的camv35s啟動子和tmv增強子「 」的下游,構建成反義表達體pbinya 。並在對河套蜜瓜授粉受精生物學研究的基礎上,通過花粉管通道法轉化河套蜜瓜,共獲76顆瓜,並進行了硬度和含糖量的分析。
  10. The paper is based on innumerable practical heavy - load road data, deliberate heavy - load standard in detail through theoretical arithmetic, and bring heavy - load standard about cement concrete pavement and asphalt concrete pavement separately ; in the meantime, through a large quantity of cement concrete pavement stress calculation, the paper puts forward relation expression between load on concrete board and stress level under board ; meanwhile, the paper puts forward traffic classification about cement concrete pavement and asphalt concrete pavement ; through bearing board testing on each structure sheaf the paper finds the material modulus gets modified ; through comparing position equivalent rebound modulus to theoretical equivalent rebound modulus, the paper points out limitation of nomograph in course of cement concrete pavement design, whereby, puts forward modifier formulas about theoretical equivalent modulus

    本文以大量的重道路資料為主,從實際出發,結合理論計算,對重標準進行了詳細的討論,分別給出了水泥混凝土路面與瀝青混凝土路面的重標準了;同時,通過大量的水泥混凝土底應力計算,推導出了混凝土面底應力水平的關系式;給出了水泥混凝土路面與瀝青混凝土路面的交通分級;通過對試驗路各結構層進行承載板測試,發現現有材料模量較以前有了明顯的提高;對比現場實測的當量回彈模量與理論當量回彈模量,指出現有水泥路面設計中的諾謨圖不能完全符合現有道路材料,從而提出了對理論模量的修正公式。
  11. Load boards ; box pallets, post pallets, principal dimensions and stacking devices

    載板.第1部分:箱式托盤立柱式托盤主要尺寸和堆
  12. The studied factors respectively are : length of soil nailing, insert deepness of piles, friction force of soil nailing interface, declination angle of soil nailing, horizontal spacing of soil nailing, rows of soil nailing, unit weight of soil, friction angle, unit cohesion, overload of slope, diameter of soil nailing

    這11個因素分別為:土釘(錨管)長度、土釘直徑、土釘界面摩擦力、土釘下傾角、土釘水平間距、土釘排數、土體重度、內摩擦角、粘聚力、坡頂超樁插入深度。
  13. Wood - based panels - performance specifications and requirements for load bearing boards for use in floors, walls and roofs ; german version en 12871 : 2001

    木質.用於地墻壁和樓的承載板性能規范和要求
  14. Can be used for probe board and loading board of ict 、 ate and different kinds of functional test fixture, aoi plate fixture and other anti - static fixture or equipment

    用作ict / ate測試夾具針載板、各種功能測試夾具的針載板,以及aoi拖治具和各種抗靜電要求較高的治具或者設備。
  15. Under the conditions of dry, optimum moisture content or half of optimum moisture content and three kind diameter of loading boards, the main factors relative to modulus of resilience are also studied through the test of modulus of resilience

    在乾燥、最佳含水量、一半最佳含水量和三種不同直徑大小承載板情況下做回彈模量試驗,研究了影響回彈模量大小的主要因素。
  16. The computation methods of hearing capacity of binary pile composite subgrades arc analyzed roundly ; and some wrong laying methods of load test board are pointed out ; at the same time, some methods of load test are put forward for binary pile composite subgrades

    摘要對兩種樁型所構成的元樁復合地基的設計計算方法進行了全面的對比分析,指出了一些錯誤的荷載板放置方式,提出了二元樁復合地基的一些荷試驗檢測方法。
  17. Dynamic modulus of layers is backcalulated by sidmod program with the deflection basin measured by fwd. static modulus is determined based on benkelman beam and plate bearing data. applicability of different devices in modulus calculation is summarized. the research results of this dissertation prorided the experimental and academic basis for the spread of fwd

    用fwd測得的彎沉盆計算各結構層的動模量,用貝克曼梁和承載板測得的中心彎沉計算靜模量,分析了不同設備與方法在進行模量反算時的適用性。
  18. Fwd, benkelman beam and plate bearing tests were conducted on subgrade layer, subbase layer, base layer and surface layer of one selected pavement during construction in 1998. correlations between defections measured by three different test devices have been established through deflections comparison and analysis

    為了研究貝克曼梁、承載板和fwd三種彎沉檢測設備在路面彎沉檢測上的相關性,我們在選定的試驗路段上進行了彎沉檢測對比試驗。
  19. By series of linear and nonlinear mechanical analysis of the road pavement, and together with series of plate - bearing test and stress test in place, we elicit that marshall mix design method is not fitful for asphalt pavement design. the mechanical property between the asphalt layers is a problem of contact. the contact nonlinear finite element method can get more credible solution than linear finite element method or layer theory does

    通過對試驗段路面的線性、非線性力學計算和現場承載板試驗得出:馬歇爾試驗不能如實反映實際路面的受力性能;瀝青混凝土結構層之間通過接觸傳遞應力,接觸非線性模型比層狀彈性體系模型更符合實際,接觸非線性有限元計算結果可以較準確地反映實際路面的力學特性。
  20. After contrasting and analyzing the main design parameters " test methods of laboratory and field outside, it sets up the correlativities between the field bearing plate modulus and other parameters such as design dynamic modulus, benkleman bean static deflection, field cbr value, consistency and density. by means of laboratory experiment, it assays the influence of the consistency on laboratory bearing plate modulus and laboratory cbr values, and establishes the relationships between laboratory and field values. combined with the project, a more logical sub - grade quality test standard is put forward

    通過對路基現場檢測不同方法的對比分析,建立了設計動模量、貝克曼梁靜彎沉、現場cbr 、稠度和壓實度與現場承載板模量的關系;通過室內試驗,分析了稠度對室內承載板、室內cbr的影響,並建立了室內外模量間的關系;在此基礎上,結合工程實際,對不同檢測方法進行了評價,提出了較為合理的路基施工質量檢測標準。
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