ultimate moment 中文意思是什麼
ultimate moment
解釋
極限力矩-
From the analysis, some suggestion about joint rigidity design is put forward : 1. joint initial rigidity can be enhanced within the limited range when to increase end - plate thickness ; 2. the rigidity and ultimate moment can be enhanced obviously when to adopt the beam with inclined section or to add axilla at the connections between beam and column ; 3. withm the permissive construction condition, exteriorly extended end - plate inclinedly placed is suggested to be applied firstly ; 4. when the rate of joint rigidity to beam rigidity, that is called, is less than 0. 1, the joints can be regarded as zero - rigidity joints ; on the other hand, if is more than 26, it is rigid connection joints
採用斜截面梁並在樑柱交接處局部加腋能明顯提高節點剛度和梁的抗彎能力； 3在允許的施工條件下，應優先採用外伸式端板斜放節點，有利於提高節點剛度，進而提高節點的抗彎能力； 4節點剛度與其連接構件的剛度比值0 . 1時，可按鉸接節點設計； 26時，可按剛接節點設計。 -
Arjuna, remembering at every moment the effulgent supreme personality with an undeviated mind, perfected in the science of uniting the individual consciousness with the ultimate consciousness ; one achieves unto him
阿諸那啊，在任何時刻，心意不偏執地想著放大光明的至尊人格神，修煉完善個體意識（知覺）與根本意識（覺知）融合統一的行者，就會達到「他」的境界。 -
O arjuna, remembering at every moment the effulgent supreme personality with an undeviated mind, perfected in the science of uniting the individual consciousness with the ultimate consciousness ; one achieves unto him
阿諸那啊，在任何時刻，心意不偏執地想著放大光明的至尊人格神，修煉完善個體意識（知覺）與根本意識（覺知）融合統一的行者，就會達到「他」的境界。 -
One at the moment of death with an undeviating mind, by the power of the science of uniting the individual consciousness with the ultimate consciousness, engaged in devotional service, properly establishes the life breath between the eyebrows and achieves the effulgent, supreme personality
在臨死的時候，心意不偏執，藉助于修煉個體意識（知覺）與根本意識（覺知）融合統一的力量，獻身於奉愛服務，適當地調整兩眉之間的生命呼吸，這樣做的行者就會達到放大光明的至尊人格境界。 -
Two hypothesises, different from the traditional viewpoints, about stress distribution in beam section at the connection of beam and end - plate are presented by author to determine the ultimate moment of end - plate connection
其計算過程分為兩步： （ 1 ）計算梁受拉翼緣的極限拉力； （ 2 ）計算端板連接的極限彎矩。 -
The research shows that : 1 ) the ductility of the hsc bending members constructed is much greater than 5 ; 2 ) increasing the vertical links and distribution steel can increase the deflection under ultimate moment ; 3 ) with appropriate compressive bars, vertical links and distribution steel the increase of moment after yield and the decrease of moment under ultimate moment can be ignored, so the ductility of the hsc bending member is much larger ; 3 ) the width / depth ratio of hsc bending member has no obvious effect on the ultimate compressive strain of concrete ; 4 ) the method used here to calculate the deflection is applicable ; 5 ) the location of crack coincides with the location of vertical links and distribution steel ; 6 ) the bending property of the hsc structure under the blast load can meet the demand of protective engineering
研究表明：本文研究的梁、板構件的延性比遠大於5 ；增加箍筋（鉤筋、分佈筋）含量，可以提高壓區混凝土剝落時的撓度；在適當的受壓筋、箍筋（鉤筋、分佈筋）含量下，可以忽略壓區混凝土剝落瞬間的承載力下降，從而大大提高構件的延性；受彎構件的寬高比對壓區混凝土極限應變的影響不明顯；受彎構件的裂縫間距受箍筋（鉤筋、分佈筋）的布置影響；文中所用的承載力和變形計算方法是可行的。化爆試驗表明，高強混凝土構件的動載抗彎性能能夠滿足防護結構的要求。 -
So it can better isoline draw process for analyzing mineralization result and groundwater hydrochemistry law of anion, cation distribution, it can also design and carry out superposing analysis function and use superposing method draw zone figure of hydrochemistry type. moreover, the system of secondary development has function that stores ultimate figure result into spatial database, it is not steady but flexible at any moment, it can so discretionarily superpose together with other figure layers that it forms synthesis figure set of multi - layer superposing and complicated content for the zone supplying accessorial support
該系統在完成了基本數據管理、圖形顯示及查詢功能之外，還實現了等值線生成功能，大大簡化了過去為分析礦化度、陰、陽離子分佈等水化學規律而作的等值線繪制工作；該系統還設計實現了疊置分析功能，用於在等值線繪制功能的基礎上，通過疊置分析的方法繪制出水化學類型分區圖。 -
The ultimate machine at the moment is of course the far more expensive full or "metered chop" machine.
當前最新式的機器當然是昂貴得多的全切碎或計量切碎割草機。 -
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。 -
The moment - curvature relationship chosen is assumed to have a horizontal branch beyond yield, with the moment remaining constant at the ultimate value
所選用的彎矩曲率關系是假定超過屈服後有一個水平段，即彎矩保持在極限值不變。 -
In this paper, based on the test results of reinforced concrete deep beams, short beams and slender beams under flexture, the behavior and the ultimate moment of deep flexture members are discussed in detail. the calculating formulas for flexture bearing capacity and the design suggestion of reinforeed concrete deep flexural members are also given, and this may provide reference for the revision of p. r. c. design code
結合我國混凝土結構設計規范修訂的需要，根據我國深梁、短梁專題組的試驗結果，較詳細地分析了深受彎構件力臂變化的規律，提出了可與淺梁銜接的鋼筋混凝土深受彎構件的受彎承載力計算公式，為我國混凝土結構設計規范的修訂補充這方面的內容提供了依據 -
According to the above formula, the initial rigidity and ultimate moment is calculated by developed program to several kinds of gabled frames end - plate connection joint with different types ( such as end - plate connection horizontally placed, vertically placed and inclinedly placed ), different end - plate thickness, different bolt diameter. the different result is compared with different end - plate thickness, the different force arm in joints, different bolt diameters and strength grades
按推導的公式編程計算了不同形式（端板外伸式、端板平齊式、端板斜接、柱腹板加勁） 、不同端板厚度、不同螺栓直徑的門式剛架樑柱端板節點的初始剛度、節點極限彎矩，並比較了不同端板厚度、不同節點力臂、不同螺栓直徑和強度等級、不同連接形式下初始剛度和極限彎矩的變化。 -
The numerical results show that the lateral ground displacement is one of factors that cause pile failures in liquefied ground. at the soft - hard interface, pile may overbear the ultimate moment which leads to bending and shearing failures. therefore, except the effect of large inertial loads from superstructure, the influence of the lateral ground displacement on pile foundation cannot be neglected in a seismic design of pile foundation in lateral spreading ground
計算結果表明地基的側向位移是與液化有關的樁基震害的主要原因之一，在軟硬交界處樁可能承受了超出樁本身極限抗彎能力的彎矩，容易發生彎剪破壞，在有液化側擴地基中樁基的設計不能僅考慮上部結構震動的影響，地基的水平側向位移對樁基的影響不容忽視。 -
2. capacity p is concluded in ultimate moment capacity mu and it is analyzed by method of vp
在極限彎矩承載力m _ u中求p時， p的求法分析。 -
2. the effect of frp reinforcement ratio on the ultimate moment of frp reinforced concrete beam is studied, the conclusion is that the ultimate moment increases with the increase of the reinforcement ratio for frp reinforced concrete beam in a certain range of reinforcement ratio
結果表明，對纖維增強塑料筋混凝土梁，在配筋率的一定范圍內，配筋率越大，受壓區面積越大，極限抗彎承載力越高。 -
Then the capacity reduction factor af of frp that is equal to 0. 7 is suggested though the calculation based on the test results. the calculating method of ultimate moment of frp reinforced concrete beam is put forward, which is suitable to the characteristics of frp and correspondent with the current design code in china
結合試驗結果，建議了纖維增強塑料筋強度折減系數值_ f = 0 . 7 ，建立了適合於玻璃纖維增強塑料筋混凝土梁特點，又與我國現行有關規范相協調的纖維增強塑料筋混凝土梁受彎承載力的計算方法。 -
In terms of strength and ductility, the concept of specified yield point is put forward. based on the principle that under the same condition ( that is, the size of cross section, material strength and reinforcement ratio are identical ), the resultant ultimate moment must be identical, the compression failure of frp reinforced concrete beam is equal to the tension failure for the viewpoint of design and calculation
從強度與延性兩方面的綜合考慮，提出了纖維增強塑料筋名義屈服點的概念，對發生受壓破壞的纖維增強塑料筋混凝土梁，按照同樣條件下（截面尺寸、材料強度、截面配筋率等均相同）截面承載力相等的原則等效轉化為受拉破壞進行設計與計算，以此確定纖維增強塑料筋的強度折減系數_ f 。 -
The two kinds of joint connection half - rigidity characteristic about gabled frames are discussed. the criterion among rigid connection, zero rigidity connection, half rigidity connection is determined ; the joint ' s moment and rotation angle curve is analyzed ; the calculation method about joint initial rigidity is brought forward ; the ultimate moment ' s calculation formula is deduced ; the result calculated by the formulas is compared to one calculated by the norm ' s formulas
探討了門式剛架兩種端板節點連接的半剛性特性，確定了節點剛接、鉸接和半剛接劃分的標準；分析了節點受力時的彎矩轉角曲線關系；提出了節點的初始剛度的計算方法；提出了節點極限彎矩的計算公式，並與規范關于節點抗彎承載力計算的結果進行了比較。 -
Initial rotational stiffness ri and ultimate moment capacity mu of top - and seat - angle steel connections is given in this text. initial rotational stiffness rt and ultimate moment capacity mu of top - and seat - angle with double web - angle steel connections is given in this text. it is right by comparison with experiment
推導了頂底角鋼、腹板雙角鋼連接的初始連接剛度r _ i ，頂底角鋼、腹板雙角鋼連接的極限彎矩承載力並經和試驗比較得出兩種連接型式的初始連接剛度、極限彎距承載力其理論值和試驗值的相對誤差在工程允許的范圍內。
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