荷載設計值 的英文怎麼說

中文拼音 [hézǎishèjìzhí]
荷載設計值 英文
design value of a load
  • 荷 : 荷名詞（蓮） lotus
  • 載 : 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 ...
  • 設 : 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...
  • 計 : 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...
  • 設計 : devise; project; plan; design; excogitation; layout; layout work; styling
  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，並推導了在簡單荷載作用下，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，對工程設計有著重要的參考意義；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計算格式，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. In view of bearing capacity of the elastoplastic theory analysis, the author made a comparison between the achieved bearing capacity limit load pi / 4 of round base ( space problem ) and the limit load pi / 4 of bar groundwork foundation design ( plane problem ) from soil mechanics at home and abroad as well as foundation criterion, and explained why the value of formula in present design criterion from soil mechanics is inclined to be conservative. in the light of the author ' s many years experience of vibration test on the spot and the research work of relevant projects, the author worked over the dynamic pile testing of the bearing capacity of foundation and batholith, and gathered the parameter of dynamic analysis and testing. the author also talked over the difficult point of pile foundation design criteria in present batholith engineering world, i. e. the confirmation of batholith bearing capacity of pile end, from the following aspects : a ) confirmation of single axis counter - pressure strength of rock in house ; b ) f. e. m calculation of elastoplastic model ; c ) calculation of soil mechanics ; d ) deep well load test

    然後，對巖土工程領域至今尚未解決，甚至不為人注意的考慮地基變形的地基承載力問題進行了實用化的探討，提出了考慮地基變形的地基承載力上程計算方法；對基於彈塑性理論分析的地基承載力國內尚未見報道的空間問題得到了圓形基礎（空間問題）的承載力界限荷載p _ （ 1 / 4 ） ，並與國內外土力學專著及地基基礎設計規范中的條形基礎（平面問題）的界限荷載p _ （ 1 / 4 ） ，進行了對比，從而定量上解釋了目前設計規范引用土力學承載力公式值偏於保守的這一情況；根據本文作者多年從事現場地基工程振動試驗及相關課題的研究工作，本文以截頭錐模型模擬地基，對地基（巖基）承載力的動測法進行了研究，為各類地基（包括巖基） ，匯總了動力分析和檢測川的參數：針對日前巖土工程界應用樁基設計規范中的難點? ?樁端巖基承載力的確定問題，從巖石室內單軸抗壓強度確定、基於彈塑性模型的有限單元法計算、土力學計算及深斤載荷試驗四方面進行了深入討論；本文作者根據多年現場載荷試驗的工程實踐，對深井荷試驗裝置的核心部分? ?反力裝置，設計了側壁支撐反力加載系統，該加載系統具有實用、簡便、穩定及安個等優點。
  3. A talk about determination of the partial load factors in design of building structures

    淺談建築結構設計中荷載分項系數的取值
  4. The theory and its calculated methods of tunnel section design is researched in this paper, including the foundation and methods of the choice of profile and line types, and value and distribution of load, and the common calculated methods of lining structure

    研究了水工隧洞斷面設計的理論及其計算方法，包括斷面選型和襯砌型式選擇的依據和方法，荷載的取值和分佈，襯砌結構常用計算方法的研究。
  5. Aerospace ; rivet design values static load, for countersunk rivet joints, single shear ; rivet material 2. 4360

    航空航天.單剪切沉頭鉚釘連接用靜載荷鉚釘設計值.第5
  6. Aerospace ; rivet design values static load, for countersunk rivet joints, single shear, dimpled ; rivet material 2. 4360

    航空航天.單剪切壓花沉頭鉚釘連接用靜載荷鉚釘設計值
  7. Aerospace ; rivet design values, static load, flush head rivet joints, single shear ; rivet material 2. 4360, metric series

    航空航天.單剪切埋頭鉚釘連接用靜載荷鉚釘設計值.第1
  8. Aerospace ; rivet design values static load, for countersunk rivet joints, single shear ; rivet materials 3. 1124 and 3. 1324

    航空航天.單剪沉頭鉚釘連接用靜載荷鉚釘設計值.第1部
  9. Aerospace ; rivet design values, static load, for flush heat rivet joints, double shear ; rivet material 3. 1124, metric series

    航空和航天.雙剪切埋頭鉚釘連接用靜載荷鉚釘設計值
  10. Aerospace ; rivet design values, static load, for flush head rivet joints, single shear ; rivet material 3. 1124, metric series

    航空航天.單剪切埋頭鉚釘連接用靜載荷鉚釘設計值.第1
  11. Aerospace ; rivet design values, static load, for flush heat rivet joints, double shear ; rivet material 3. 1324, metric series

    航空航天.雙剪切埋頭鉚釘連接用靜載荷鉚釘設計值.第3
  12. Aerospace ; rivet design values, static load, for flush head rivet joints, single shear ; rivet material 3. 1324, metric series

    航空航天.單剪切埋頭鉚釘連接用靜載荷鉚釘設計值.第1
  13. Aerospace ; rivet design values, static load, for protruding head rivet joints, single shear ; rivet material 3. 1324, metric series

    航空航天.單剪切凸頭鉚釘連接用靜載荷鉚釘設計值.第1
  14. Then figure out the wind load in term of the load criterion and the wind tunnel test results separately. by comparing with the two results, we can draw a conclusion that the values which generated by the load criterion are bigger than these ones generated by the other. in order to calculate and design in the worst situation, the paper select the bigger basic wind stress and then turn the area - load into liner - load to receive the displacement of the nodes and the internal force of the cells generated by the static wind load

    由此，得出用於作業棚結構設計的數據，進而按建築荷載規范和風洞試驗數據分別計算出風荷載標準值以及基本風壓，通過對兩種靜力風荷載計算的結果進行比較，可以看出，按規范計算風荷載的結果在結構的整體計算中偏於保守。按照最不利情況計算的設計準則，本論文選用較大的基本風壓值按受力面積分配的方法把面荷載轉化為線荷載代入midas運算程序中，求得該結構在該靜力風荷載作用下的節點最值位移。
  15. Secondly, by low - cycle and reverse horizontal loading test, their properties including strength property, deformation property and energy property are studied. we study the loading characteristic values ; the property of hysteretic curve and skeleton - frame curves ; the ductility property and stiffness degradation. at last we analyze the destroy principle and affection reasons of hollow shear wall of r. c with vertical seams in different height and loading measures, we also give the bearing capability calculation formulas and design advises for new type hollow shear wall of r. c

    首先運用ansys有限元程序分析彈性階段水平外荷載施加后，帶豎縫鋼筋砼空心剪力墻板內應力分佈及變形情況，再在試驗數據的基礎上，研究低周反復水平加載條件下，各試件的強度、變形、能量特性；各試件的荷載特徵值；各試件的滯回曲線、骨架曲線；延性及剛度退化等參數；最後，分析了不同剪跨比和加載條件的帶豎縫鋼筋砼空心剪力墻板的破壞機理和承載力影響因素，並給出不同剪跨比和加載條件的帶豎縫鋼筋砼空心剪力墻板承載力計算公式及設計建議。
  16. Three connected comparators each with a comparison potentiometer enable the setting of three different switching thresholds, which correspond to a certain loading of the connected strain gauge force transducers

    三個相連的比較電路每一個都有一個比較電壓計，可以根據所連接的應變力傳感器的荷載設定三個不同的開關閾值。
  17. Aerospace ; rivet values static load, for universal head rivet joints, single shear ; rivet material 2. 4360

    航空航天.單剪切萬用分度頭鉚接用靜載荷鉚釘設計值
  18. Aerospace ; rivet design values, static load, for universal head rivet joints, double shear ; rivet material 3. 3354

    航空航天.雙剪切萬用分度頭鉚接用靜載荷鉚釘設計值
  19. Aerospace ; rivet design values, static load, for universal head rivet joints, single shear ; rivet material 3. 3354

    航空航天.單剪切萬用分度頭鉚接用靜載荷鉚釘設計值
  20. Aerospace ; rivet calculation values static load, for universal head rivet joints, double shear ; rivet material 2. 4360

    航空航天.雙剪切萬用分度頭鉚接用靜載荷鉚釘設計值
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