設計載重 的英文怎麼說

中文拼音 [shèzǎizhòng]
設計載重 英文
design load
  • : Ⅰ動詞1 (設立; 布置) set up; establish; found 2 (籌劃) work out : 設計陷害 plot a frame up; fr...
  • : Ⅰ動詞1 (計算) count; compute; calculate; number 2 (設想; 打算) plan; plot Ⅱ名詞1 (測量或計算...
  • : 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 ...
  • : 重Ⅰ名詞(重量; 分量) weight Ⅱ動詞(重視) lay [place put] stress on; place value upon; attach im...
  • 設計 : devise; project; plan; design; excogitation; layout; layout work; styling
  • 載重 : load; carrying capacity
  1. Fist of all, on the basis of the research of agone boffins, this author investigates the interaction mechanism of bolts and rock, and introduces the elastic ? lastic analytical resolution which is consist of the liner structure, the equivalent reinforced wall rock and the original wall rock in the simple loading from the equivalent well - proportioned view ; this solution is very important meaning for the engineering design. on the basis of coulomb friction model, the author introduces the finite element equation of the contact problem in order to provide the academic foundation for the application of msc. marc. finally, combining the engineering practice of the non - linear analysis of shield tunnel through yellow river of the south - north water transfer and using the model of friction, the author researched the evolution law of stress and displacement field in the structure of grouted rock bolts, and analyzed the effect to the stress and deformation of surrounding rock mass due to anchor supports

    首先,在前人研究成果的基礎上,對錨桿與圍巖的相互作用機理進行研究,利用全長錨固錨桿的中性點理論,從等效均化的角度來考慮錨桿對圍巖的加固作用,並推導了在簡單荷作用下,含有襯砌、等效加固后的圍巖、原始圍巖三者的彈塑性解析解,對工程有著要的參考意義;在數值模擬方面,以考慮錨固圍巖滿足規則化庫侖摩擦模型為基礎,利用虛功原理推導了接觸問題的有限元方程的算格式,為開發運用大型商用有限元軟體msc . marc提供了理論根據,也形成了本文的理論基礎:最後,論文以南水北調東線穿黃隧洞穩定性分析項目為工程實例,利用本文所述的接觸問題的摩擦模型理論,對錨桿支護結構的應力場、位移場的變化規律進行了研究,分析了加錨支護對隧洞圍巖應力、變形的影響。
  2. ; 1. the trend of the development of burden and light hanging basket in the cantalever construction of continuous rigid frame bridge has been prospected, the roof truss and cable - state composite hanging basket also has been designed by analyzing and comparing with other ones. 2

    對大跨度橋梁懸臂澆築施工的各種形式掛籃施工工藝進行了比較和總結,對連續剛構橋懸臂澆築掛籃施工中輕型的發展趨勢進行了展望,提出了一種用於解決輕型懸臂澆築施工的新型桁架斜拉式組合掛籃,並進行了可行性分析算和
  3. Klingelnberg cyclo - palloid spiral bevel gear has construction cramped, excellent transmission quality, low noise and loaded vehavior, it ’ s the main form of gear drives in the bevel gear ’ s technology field. it ’ s cyclo - palloid system, two - part cutter head and high power gears ( hpg ), has certain technology particular than gleason spiral bevel gear. systemic analysing the manufacture principle and meshing principle of klingelnberg cyclo - palloid spiral bevel gear, for accomplishing design theory and analysis method, for enhancement manufacture precision and loaded behavior, for promotion and applied in engineering field, have important theory value and actuality meaning. main work of the paper is tooth form emulation and tooth contact analyse of klingelnberg cyclo - palloid spiral bevel gear

    克林貝格( klingelnberg )延伸外擺線齒錐齒輪結構緊湊、傳動性能優良、噪聲小、承能力高,是錐齒輪技術發展的主要齒制,其連續切削法,雙層刀盤技術和硬齒面刮削法( hpg )相對于格利森制齒輪有一定的技術特點。系統的分析這種齒輪的加工原理和嚙合機理,對完善其理論和分析方法,提高加工精度和承能力,在工程中推廣應用具有要的理論價值和實際意義。
  4. With its new kps35 for overloadcut - off, tecsis offers its customers a dependable, precise and robust test set for friction clutches on chain hoists

    泰科思推出新款專門為過保護而的kps35 ,此款精密可靠堅固的測試備,適用於鏈條起備上的摩擦離合器。
  5. Design of load limiter with pulling ring for tower crane

    機拉力環型荷限制器的
  6. 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

    本文以大量的道路資料為主,從實際出發,結合理論算,對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標準了;同時,通過大量的水泥混凝土板底應力算,推導出了混凝土面板荷與板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。
  7. In this paper, a field strain of infectious bronchitis virus was isolated from proventriculus tissue, morphological observation by electron - microscope and the biological characterizations of the virus were studied, pairs of specific primers are designed and synthesized in correspondence with them, according to the published sequences of infectious bronchitis virus three structural protein ( spike protein s membrane protein m nucleocapsid protein n ) genes, the cdna of si gene, s2 gene, m gene. n gene of ib v isolate lx4 were amplified by rt - pcr and full sequences were first reported

    在此基礎上,根據國內外已發表的ibv基因序列,分別特異性引物,應用不同引物進行反轉錄合成cdna ,分片段對ibv的主要結構基因進行pcr擴增,並分別將各個目的片段克隆到puc19體上,在大腸桿菌dh5中實現目的基因的分子克隆,經藍白斑篩選、限制性內切酶分析、 pcr鑒定,篩選出組陽性質粒,並對各個目的基因片段進行序列測定,從而獲得ibv主要結構基因全序列。
  8. Choose two nodes on the edge of the structural to compare the results calculating by the finite element program midas, then we can draw a conclusion that these kinds of space truss systems is sensitive to the libration of the dynamic wind loads. to consider this factor is very necessary in the process of design, we will use the pulsant augmentation coefficient to realize it

    比較靜力風荷和動力風荷作用下的有限元軟體的算結果,選取結構邊緣部分的兩個節點,對比它們在兩種方法算下的最大位移的算結果。經過比較可以看出量輕、頻率低、阻尼小的柔性建築物對風荷的橫向振動是很敏感的,在進行工程時應該考慮這種因素,並可採用乘以風振系數等相應方法來加以體現。
  9. Calls this method to reload the design document

    調用此方法以新加文檔。
  10. Indicates whether the designer should be reloaded

    指示是否應該新加器。
  11. The system exhibits fast response for the load current disturbance and the system always operates at discontinuous conduction current mode so that no slope compensation is required and high efficiency will be achieved when driving 4 leds. the design and analysis of sub - block circuits are provide in the thesis where band gap reference, oscillator, current sensing and over current protection, led load current

    本文完成了各個單元電路的分析與,著分析了帶隙基準源、振蕩器、采樣和過流保護、負led電流控制和開負保護五個子電路,對其餘子電路也作了簡要分析。
  12. Some experts censored it in july 2001, and suggested the steel structure should be more optimized to decrease the deadweight and to increase the load up to 60t

    2001年7月,鐵道部組織專家對樣車進行了技術審查。經審查后要求進一步優化結構、減輕自,力爭使車輛的設計載重達到60噸。
  13. With the help of the whole optimization, the effective volume capacity was broadened, the deadweight was decreased to 23. 77t, and the load capacity was up to 60t. the intensity and the rigidity of the car were both measure up tb / t1335 - 1996 railway vehicle - specification for evaluation the intensity design and accreditation test

    通過整體的優化,增大了車輛的有效容積,使車輛的自降低到23 . 77噸,設計載重提升到60噸,車體的剛度、強度均符合tb t1335 ? 1996 《鐵道車輛強度及試驗鑒定規范》的要求。
  14. Railway tunnel and highway tunnel extensively adopt pattern is load - structure pattern, from it we know that the concrete thickness is a important effect to structure security. thus the mathematic statistics rule of concrete structure thickness is importance part of application reliability theory design

    鐵路隧道和公路隧道廣泛採用的結構算模式仍是荷-結構模式,從中可以看到混凝土結構的厚度對結構的安全影響是非常大的,因而厚度的數理統規律分析也是運用可靠度理論進行要組成部分。
  15. Its driver control logic was realized by means of digital integrated circuit in which the pld chips utilized as the carrier. the vhdl, which is the ieee standard design language of integrated circuit, is used as the behavior description language. the compilation, synthesis, simulation and programming are fulfilled in the maxplusii

    點是驅動板,其驅動控制邏輯以pld晶元為體通過數字集成電路方式實現,控制邏輯的功能是用ieee標準的集成電路語言vhdl作為行為描述語言,在maxplus武漢科技大學碩士學位論文環境中進行編譯、綜合、模擬和晶元編程。
  16. Ln this chapter, the features of space breeding management system are discussed. and the preliminary design is proposed. the implementing of the workflow - based evaluating system is introduced in detail

    本章首先介紹航天育種管理系統的特點,提出了航天育種管理信息系統的總體,並點介紹基於工作流管理的項目評審子系統的實現以及搭申請的量化評審體系的模型和演算法。
  17. Dissertation researched and designed the can bus interface of switched reluctance motor system, emphasis has been put on the data disposal method of avoiding data overrun fault

    論文對開關磁阻電動機的can總線介面進行了研究和,著討論了如何避免數據超故障的can總線數據收發方法。
  18. Suggestions for seismic design based on fem analysis are presented at last. the study that analyzing three kind of eccentrically braced steel frames is rather comprehensive and systematic, and the conclusions can be useful for revising design code, guiding design of engineering, and provide good basis for further to study seismic - resistant behavior of eccentrically braced steel frames

    本文全面、系統、深入地分析了三種典型偏心支撐鋼框架結構在循環荷作用下的破壞西安建築科技大學博士學位論文機理,對于修訂有關規范、指導工程要的參考價值,也為進一步研究偏心支撐鋼框架結構的抗震性能打下了良好的基礎。
  19. So he brought forward to divide the web client system to two parts, the communicating module named comciient is the design stress, which communicates with job management system server and all the cgi programs. to implement the communication between this module and the cgi programs, a set of detailed communicating protocols have been designed. at the same time, during the course of developing the project, the author analyzed and compared all the design pattern of the service programs, and selected the optimized pattern to implement the system

    在實際的開發過程中筆者意識到web服務器本身的負過高這一問題,提出將整個系統的通訊模塊進行單獨,一個稱為comclient的通信模塊成為點,它作為一個中間的通訊模塊既與作業管理系統的服務端進行通信,又與所有的cgi程序進行通信,並且為實現這個模塊與cgi程序之間的通信了一套詳細的通信協議。
  20. In order to achieve the whole target that the design reference period is heightened from 50 years to 100 years, the old residential load data should be updated in a large scale, which is an important fundamental work to the study and design of structural reliability

    適應于住宅結構基準期從50年提高到100年的總體攻關目標要求,大規模更新住宅荷基礎數據,是開展結構可靠度研究與可靠度要基礎工作。
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