荷載計 的英文怎麼說

中文拼音 [zǎi]
荷載計 英文
loadometer
  • : 荷名詞(蓮) lotus
  • : 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...
  1. Compared with lrc method, the llc method has virtues of briefness in calculating and definitude in physical significance. and the llc method also can unify the wind load equations for main structure design and shielding system design

    相比lrc法, llc法具有算簡便、物理意義明確的特點,同時llc法還將用於結構整體設和圍護結構設的風荷載計算公式進行統一。
  2. Calculation for equivalent loads of prestress in hexahedron element

    六面體單元下預應力等代荷載計
  3. In the load calculator part, the paper lucubrates the calculation of wind force considering the spatial effect

    荷載計算部分,較為深入的研究了考慮空間效應的風算方法。
  4. Abstract : the calculation method of temporary load of the continuous carrier bar with different distance span was discussed. the length calculation in design of the pressure bearing bar with the different distance span which has to be worked out can be done by means of this method , thus making the structure design in construction more accurate and convenient

    文摘:討論了不跨連續壓桿的臨時荷載計算方法,應用該方法可以解決不跨受壓桿件設中必須解決的長度算問題,從而使施工結構設更為準確簡便
  5. The calculation method of temporary load of the continuous carrier bar with different distance span was discussed. the length calculation in design of the pressure bearing bar with the different distance span which has to be worked out can be done by means of this method , thus making the structure design in construction more accurate and convenient

    討論了不跨連續壓桿的臨時荷載計算方法,應用該方法可以解決不跨受壓桿件設中必須解決的長度算問題,從而使施工結構設更為準確簡便
  6. The rule of loads and settlement is concluded from numbers of settlement observation points ’ data. and in actual construction, this rule could be used to prevent immediate settlement under the accelerated load, and also, the serious result of the soil destruction could be avoided. at last, a proper method of settlement computing is derived from the identified rules, which can be used to guide the practical construction work, of course, meeting the compulsory standards of the settlement control well

    採用逆作法施工,現實地解決了樁、土與筏板接觸面的變形協調關系;通過對樁、土受過程的實際測試,得出了樁、土分擔比例和變化過程,從而為樁、土的荷載計算提供實際依據;從設置的大量沉降觀測點中所得到的沉降資料,得出、沉降變化規律,從而指導在實際施工中,防止加過快而導致速沉,避免由此帶來的土體破壞的嚴重後果;通過沉降規律分析,得出了適用於軟土地區的樁基沉降算方法,用於指導實際施工,以滿足沉降控制的強制性標準。
  7. Based on the research of several shiplocks, the temperature and stress field of the lock floor is simulated under temperature and gravity loads, where the shiplock floor is built on different foundations, the effect of setting up wide construction joints is analyzed by the nonlinear finite element method

    作者通過對多個船閘工程的研究,結合非線性有限元模擬分析方法,考慮重力、溫度等算分析土基和巖基上船閘結構底板預留寬縫施工方法的效果。
  8. Firstly, for the system of moulding board and support frame in construction the side pressure and screws are analyzed. the material and structure form of support frame are discussed. the design of support frame uses the method of limited state, and also it analyses the integer stability, part stability, and single stability, and then proposes the load analysis of multi - level support frame

    首先,針對轉換層梁模體系及支撐架施工,重點分析了轉換層結構現澆混凝土對模板側壓力值及模板對拉螺桿的算;討論了轉換層支撐體系的形式及構造,詳細論述了基於極限狀態設的支撐架算方法,包括縱橫向水平桿的強度驗算、立桿的整體穩定性、局部穩定性、單肢桿件穩定性等驗算,並提出了多層支撐架的施工荷載計算方法。
  9. Calculations of limit load for clamped circular metallic membranes under large strains

    周邊夾持大應變金屬薄膜極限荷載計
  10. Cracking loads of sfrc tree - pile caps and their calculation

    鋼纖維混凝土三樁厚承臺開裂荷載計
  11. Further more, power spectrum density ( psd ) of each test section was analyzed, and its experiential formula was given. combined with experiential the formula of coherence function, the mathematic model for calculating the caarc standard tall building ' s wind - induced response was set up

    進一步擬合了順風向和橫風向各測點層層風力譜的經驗公式,並給出了以此為基礎的算caarc標模風振響應的流程,從而建立起完整的標模風振響應以及等效荷載計算的數學模型。
  12. According to the fluctuating property of wind, on the stochastic vibration finite element theory, some calculation formulas of the response, including the along - wind response and the across - wind response, are obtained, the ideology of the torsion vibration in the double - tower structure and the ideology of the double - tower structure ' s dynamical wind load are also put forward at the same time. by using the stochastic vibration module of the general finite element program, the paper analyses the performance of the wind resistance more deeply and fully, discussing the influence on the double - tower structure from the diversification of the different component. the variance law of dynamic displacement and wind - induced vibration coefficient is derived through analyzing structure stochastic vibration, so is the effect of several parameters on dynamic displacement, acceleration and wind - induced vibration coefficient

    從結構風振的基本理論出發,通過對脈動風功率譜的分析,推導了結構風振響應(順、橫風向)的算公式,同時提出了雙塔結構的扭轉振動和動力風荷載計算的思想,在結合通用有限元程序的隨機振動模塊的情況下,對雙塔結構的抗風性能作了深入、全面研究,探討了雙塔結構構件截面的變化對其抗風性能的影響,同時探討了順風向風速譜的選取、風速、參與算的振型數、風與結構耦合作用是否考慮等因素對分析結果的影響,比較了規范風振系數的算與隨機演算法結構的異同,並討論了原因,得出一些有意義的結論。
  13. 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的數據,進而按建築規范和風洞試驗數據分別算出風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,按規范算風的結果在結構的整體算中偏於保守。按照最不利情況算的設準則,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轉化為線代入midas運算程序中,求得該結構在該靜力風作用下的節點最值位移。
  14. Discussion of released loads in calculation of excavation by finite element method

    有限元分析中開挖釋放荷載計算的討論
  15. Comparison of calculations of wind load on glass curtain wall between china and united states

    中美玻璃幕墻工程風荷載計算的比較
  16. Analysis of fundamental mode shape expressions of tall buildings for evaluating wind loads

    高層建築風荷載計算中的基本振型表達式分析
  17. 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
  18. Analyzing all kinds of the calculating methods for critical load of the structure stability by using the energy method

    分析了基於能量法的結構穩定臨界荷載計算的各種方法。
  19. Finally displacement wind load factor and inner force wind load factor are calculated and compared. the applicability of them is offered for design reference, based on the analysis of the difference between their values

    通過對位移風振系數和內力風振系數的算和比較,分析兩者對于大跨異型結構表面風荷載計算的適用型,以供設參考。
  20. Based on continuous porous medium seepage model, it is assumed that if waterproofing board of complex lining is perfect, the secondary lining is leakproof, thus the formula of external water load on secondary lining with a grouting loop is deduced

    以連續孔隙介質滲流模型為基礎,假定復合襯砌中防水板施工完好二次襯砌是封閉阻水情況,推導出了有注漿堵水圈的隧道襯砌結構外水荷載計算公式。
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