ultimate limit 中文意思是什麼
ultimate limit
解釋
極限狀態-
Limit analysis and shakedown analysis of ultimate bearing capacity of offshore platform foundations
海洋平臺地基的極限分析與安定性分析 -
Even the most optimistic proponents of ics believe that major innovations will be required to reach the ultimate operating limit of the silicon transistor : a length for functional features around 10 nanometers ( nm ), or about 30 atoms long
即使是最樂觀的ic擁護者也認為，得有重要的創新，才能達到矽電晶體操作的最小尺寸極限：接近10奈米的圖案，或是差不多30個原子的長度。 -
This thesis briefly analyzes some yield criteria and instability criteria to the sheet metal forming first. then according to the transformation rule from ultimate strain to ultimate stress, it establishes the mathematical calculation models of the forming limit stress diagram for the software development according to hill48 、 hill79 and hosford yield criterion irrespectively
本文首先分析了板料成形的屈服準則和失穩準則，然後根據極限應變到極限應力的轉換關系，分別採用hill48屈服準則、 hill79屈服準則和hosford屈服準則，建立了用於軟體開發的成形極限應力圖的數學計算模型。 -
The conclusion of reappearing analysis is that crane bridge be used as usual because main weld maximum stress of upper cover plate of main beam lower than yield limit though it higher than permissible stress. inner stress of secondary beam was over ultimate strength, and deforming is ultra big. so it was unfit for produce and secondary beam must be changed
再現分析得出的主要結論為：橋架的主樑上蓋板主焊縫的最大應力超過了許用應力，但小於屈服極限，可以繼續投入使用；副梁內部的應力遠遠超過了強度極限，變形特別嚴重，不能滿足生產要求，因此更換新的副梁；端梁內部的應力超過了屈服極限，小於強度極限，在應力較大的位置焊接補強板；投入使用后，要對整個橋架進行定期檢查。 -
On the basis of the concept of combination of action effects of modem prestressed concrete structures proposed by the authors, the ultimate limit states design proposals of normal section of prestressed concrete structures considering the effects of secondary moment and secondary axial force are presented in the paper
在作者提出的現代預應力混凝土結構設計荷載效應組合建議的基礎上，給出了合理考慮次彎矩和次軸力影響的各類預應力混凝土結構正截面極限強度設計計算建議。 -
Abstract : on the basis of the concept of combination of action effects of modem prestressed concrete structures proposed by the authors, the ultimate limit states design proposals of normal section of prestressed concrete structures considering the effects of secondary moment and secondary axial force are presented in the paper
文摘:在作者提出的現代預應力混凝土結構設計荷載效應組合建議的基礎上，給出了合理考慮次彎矩和次軸力影響的各類預應力混凝土結構正截面極限強度設計計算建議。 -
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。 -
Both ultimate bearing capacity and shakedown loads of non - homogeneous foundations are computed. based on numerical results computed for different load modes, limit loads and shakedown loads of non - homogeneous foundation and offshore platform foundations are compared. the ultimate loads and shakedown loads for different combinations of horizontal component and vertical component and moment can con
在豎向載荷與水平載荷共同作用下，研究了地基土體的強度特性與土層分佈特徵對地基承載力的彤響，對地基的極限載荷與安定戳荷進行了比較分析，為全面、綜合地評價非均質地基的穩定性提供了有益的參考。 -
According to the regressional equations established, it attemps to answer that there are ultimate limit of human relative strength which we can predict
依據所創建的?歸方程序，藉以?解所能預測的人類相對肌力的最大限度。 -
There are two main innovate ideas in the dissertation. ( 1 ) supported by the results from the method of limit analysis of soil plasticity and the ultimate equity method, the author proposes the criterion of judging of stability of slope of foundation of a building
本文的創新點主要有：採用塑性極限分析和極限平衡方法，通過計算，提出了黃土地區宅基邊坡的穩定性評價標準，即人工谷緣的坡度不得大於天然坡度。 -
This always sets ultimate limit to the noise performance obtainable.
它常常規定可能達到的噪聲性能的基本限度。 -
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。 -
The successful management in modification and claim has a direct influence on the time limit and ultimate costs for a project
變更和索賠的成功管理直接影響到工程項目的工期和最終成本。 -
Verification of ultimate limit statesokok. org
承載能極限狀態驗證10 -
Verification of ultimate limit states
承載能極限狀態驗證 -
Ultimate limit state design
極限狀態設計 -
The strength ductility and crack property of the high effective pre - stressed rein - forced concrete hollow slab with the medium strength spiral - continuous - ribs steel bar can meet the need of the current codes and specification by calculating the normal limit state and ultimate limit state of the pre - stressed reinforced concrete slab with middle strength spiral ribs steel wires
通過對以中強螺旋肋鋼絲為受力筋的預應力空心板的承載力極限狀態及正常使用極限狀態的計算，證明以中強螺旋肋鋼絲為受力筋的預應力空心板，其強度、延性及裂縫性能均符合現行規范規程的要求。 -
This resonance usually exceeds serviceability limit state and ultimate limit state ; endanger hydropower station ' s economic operation, even safe operation
這種共振往往超出廠房結構的正常使用極限狀態和承載能力極限狀態，威脅水電站的經濟運行乃至安全運行。 -
The secondary moment has no influence on ultimate limit loads. when is high, rotation ability of section is shortage. the secondary moment improve ultimate limit loads of frames by improvement rotation ability of section
但相對受壓區高度較小時，截面本身具有足夠的轉動能力，此時次彎矩的存在不會影響框架結構的極限承載能力；當相對受壓區高度較大時，截面本身的轉動能力較小，此時次彎矩可以通過提高截面的轉動能力而提高框架結構的承載能力。 -
In the elasto - plastic analysis, it is proposed that the composite beam arrives at the ultimate limit states of capacity when the stain of the outside edge of the cross - section reaches the ultimate stain
我國《鋼結構設計規范》 （ gbj17 ? 88 ）中有關截面承載力的計算基本是沿襲國外的演算法，結合我國實際而制訂的。
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