ultimate equilibrium 中文意思是什麼

ultimate equilibrium 解釋
極限平衡
  • ultimate : adj 1 最後的，最終的，極限的，結局的。2 根本的，首要的，基本的。3 最遠的；終極的；【力學】最大的...
  • equilibrium : n. 1. 平衡，均衡，均勢，相稱。2. （心情的）平靜。3. （判斷的）不偏不倚。
  1. During calculation of the ultimate flexural capacity of composite beams, it assumes steel beam, concrete board and connecter are plastic, calculates them by ultimate equilibrium method

    在組合梁受彎極限承載力計算中，認為鋼梁、混凝土板和連接件完全塑性，採用極限平衡法計算。
  2. Based on the theory of limit equilibrium and limit analysis approaches, a new calculation module is presented to study the fracture mechanism of foundations adjacent to or above slopes, which can consider the effect of ascent of fill section at the back of slopes. in the calculation of the ultimate bearing capacity of sloping ground with program written, the mobilization factor of the fill section at the back of the sloping ground in different conditions is gained. and, the bearing capacity factors and mobilization factor can be used in theory analysis and design of sloping ground

    為了研究斜坡地基的破壞機理，本文還利用極限平衡法和極限分析法建立了一個新的能考慮坡後土體坡度影響的斜坡地基的計算模式，通過編程對斜坡地基的極限承載力進行了計算，得出了不同地基情況下的斜坡地基坡後土體的發揮系數，得到的斜坡地基的承載力系數和發揮系數可用於斜坡地基的理論分析和設計當中。
  3. An analysis on long - term equilibrium and short - term fluctuation of china ' s ultimate consumption of gdp

    最終消費的長期均衡與短期波動的協整分析
  4. Based on the result of failure by shear of recycled concrete beams and using the ultimate equilibrium theory, a formula for the shear strength of recycled concrete beams is recommended

    根據13根再生混凝土梁的剪切破壞結果，依據極限平衡理論，提出再生混凝土梁受剪承載力的計算公式。
  5. Based on the mechanical behavior of the composite column and the yield condition of its components, a formula for computing the ultimate bearing capacity was obtained with the limit equilibrium method

    根據組合柱各組成部分極限（屈服）條件，應用極限平衡理論建立了截面的力學平衡方程，基於鋼骨冀緣對核心混凝土的附加約束，推導了該組合柱的軸壓極限承載力計算公式。
  6. Separately select and use the slice method based on rigid body theory of ultimate equilibrium and the ai theory based on neural network to justify loess side slope stability and finite element numerical stimulation based on elastoplastic theory to further research the factors of slope failure and deformation mechanism of landslide

    分別採用基於剛體極限平衡理論的條分法和基於神經網路的人工智慧理論判別黃土邊坡穩定性；又採用基於彈塑性理論的有限元數值模擬，進一步探討了黃土地區邊坡失穩的影響因素及其滑坡變形機制。
  7. Through design ideal imperfect information static tax gaming model, we can find out that ultimate equilibrium solution depends on the governmental selection of tax system, thus the third tax system reform of china must be done

    摘要通過設計一個理想的不完全信息靜態的稅收博弈模型可以推導出，博弈最終均衡解的取得依賴于政府選擇的稅收制度是否最優，因而我國進行第三次稅制改革勢在必行。
  8. Combined with code for design of building foundation and code for foundation treatment ( in china ) these two methods are replenished here. 6. this paper deduced the formula of ultimate bearing capacity based on the principle of limit equilibrium and the formula of determining the length of reinforcement based on equilibrium of anchoring segment outside shear failure lines by analyzing two limit equilibrium modes, those are limit breaking and pullout of reinforcement

    （ 8 ）三維土工格室的承載力計算公式相當缺乏，論文中指出r . m . koeme :提出的土工格室承載力計算公式不符合力的平衡原理，並推導出土工格室加筋地基承載力的改進公式，用算例比較了有無土工格室加筋的效果。
  9. For foundations subjected to loads varying in time in a non - proportional manner within prescribed limits, the limit equilibrium analyses based on the classical limit theorems may overestimate ultimate bearing capacity, as collapse under cyclic loads may occur at a level well below the static collapse loads

    於是，在載荷空間可以給定一個區域，載荷在這個區域內變化，結構最終將進入安定狀態。經典安定理論早在上個世紀五十年代就已經建立，並且一直有所發展，也為工程界所矚目。
  10. This paper includes six parts and is organized as follows : after an brief introduction. chapter 2 attempts to apply the partial equilibrium theory of institution arrangement to probe into the process of urban land use institution changes in china and reveal its ultimate path choice

    在對研究對象及理論基礎進行簡要說明之後，第二章運用制度供求和均衡理論，分析了城市土地使用制度的變遷過程，揭示了這個變遷過程的路徑選擇是城市土地租賃制度。
  11. Based on the above analysis, this paper has reviewed the business segregation system in china through analysis on the background information of the system ' s formation and the system ' s equilibrium status in terms of the supply and demand, and reached a conclusion that the current operation system of china ' s state - owned commercial banks is not in equilibrium, a practical and effective option to achieve equilibrium is to replace the current business segregation system with universal operation system, and universal operation system will be the ultimate ideal operation model for china ' s state - owned commercial banks

    在此基礎上，本文對我國目前所實行的分業經營制度進行了反思，通過對分業經營制度模式形成的背景與制度供求的均衡性的分析，得出這樣一個結論：我國國有商業銀行目前的經營制度處于非均衡狀態，打破這種經營制度非均衡的現實有效選擇就是實現混業經營制度對分業經營制度的替代，混業經營制度將是我國國有商業銀行經營制度模式的最終選擇。
  12. The specimens of rpc filled in steel tube short columns were studied, and their characters of deflection were analyzed. the tested cures of loading - displacement relationship of rpc filled in steel tube short columns were given and the characters were discussed. a formula for predicting the ultimate bearing capacity of rpc filled in steel tube short columns under axial compression was derived from the limit equilibrium method

    分析了鋼管活性粉末混凝土短柱的變形特點，模擬了鋼管活性粉末混凝土結構的三種加載方式，探討了該組合結構的工作機理，分析了試件受荷時的變形特點，給出了試件的實測荷載-變形曲線，並分析了套箍指標、加載方式等對鋼管活性粉末混凝土軸心受壓時的荷載-變形曲線的影響。
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