angle increment 中文意思是什麼

angle increment 解釋
角增量
  • angle : n 【英史】盎格魯人〈cf Angles〉。n 1 角，隅，角落；棱，嬗角。2 【數學】角，角位，角的度數。3 【機...
  • increment : n. 增額，增值，增長；【數學】增量；利潤。 unearned increment 【經濟學】自然增值。 increment value duties 增值稅。
  1. Excess of hour angle increment

    時角增量超差
  2. The study in the paper starts with beam distortions, and it treats the plastic deformation area as pure bending sect, rest of the beam as rigid bodies. according to different shapes of the external tendons, it divides into three structural forms familiar in projects, that is the beams with no deviator, with a deviator and with two deviators, and studies the relation between the deformation of the external prestressing tendons and that of the beams, and derives the formulas of the ultimate stress increment of external tendons. in the formulas, the ultimate angle corresponding to half of the plastic deformation area is considered as a variable parameter

    本文首先從梁極限狀態下的變形入手，將塑性鉸區看作純彎段，將塑性鉸以外的區域看作剛體，按照體外預應力筋的形狀不同，分工程中最常見的三種體外結構形式，即無轉向塊的直線型體外筋混凝土梁、具有一個轉向塊的單折線型梁和具有兩個轉向塊的雙折線型梁，研究體外預應力筋變形和梁體的變形間的關系，推導出以極限狀態下塑性鉸區之半對應的轉角為參數的計算體外預應力混凝土簡支梁以及連續梁的體外筋應力增量計算公式，並進一步求得梁的極限承載力。
  3. Rebounding displacement of slope and axial force of anchor bars increases as the increment of the included angle of the rebounding displacement vector and x positive axis will reduce as the increment of horizontal tectonic stresses. the reduction of lithologic characters and weak interplayer have unfavorable influence on stability

    支護錨稈軸力也增大；隨著水平構造應力的增加，回彈位移矢量與水平x軸正方向所形成的角度將減小；邊坡巖體巖性參數的弱化和軟弱央層的存在都對邊坡的穩定造成不利的鍘惻。
  4. With human society entering the time of knowledge economy, the person of talent, especially the creative person, becomes the key of economic increment. comparing with prosperity of persons of talent in the time of three kingdoms, present china is faced with the predicament that persons of talent are scanty and use efficiency of hr is low. in this dissertation, from the angle of modern management philosophy and theory of hr management, i try to link with the new conditions of knowledge economy to specialize in the strategy of using persons of talent in the time of three kingdoms. the purpose of this dissertation is to solve the problems in the reality. i chiefly expound three problems in this dissertation. ( 1 ) i expound the legality of three political powers ( including wei, shu and wu ) in the time of three kingdoms. i think the legality of political power is very important in the process of employing persons of talent. ( 2 ) from the angle of the hypothesis of human nature and requirment - inspiring theory in the western management theory, i think if s important that the main leaders could judge a person ' s quality and appoint him properly in the process of hr management. ( 3 ) from the angle of the modern theory of centralization and authorization, i expound that zhu geliang did any thing himself had a bad effect on the government of shu

    相比於三國時期的人才興盛，當前的中國卻面臨人才缺乏以及人力資源利用效率低下的困境。在論文中，筆者試圖結合知識經濟的新形勢，從管理哲學以及人力資源管理理論的高度對於三國人才戰略作出專門的論述，希望能夠解決現實中的困惑。筆者在論文中主要論述了以下三個問題： （ 1 ）從政權合法性在延攬人才中的重要性以及贏得合法性的有效渠道等方面對三國時期魏、蜀、吳三個政權的合法性進行了分析； （ 2 ）從西方管理理論的人性假設以及需求激勵理論出發，對三國時期主要領導人物在人力資源管理理論中的知人善任的特點進行了分析； （ 3 ）對諸葛亮事必躬親的現代思考，在這一部分，筆者運用現代的集權和授權理論，結合現代的管理案例，對諸葛亮事必躬親所造成的嚴重後果進行了分析。
  5. The stick - strength increases with the increment of the strength of concrete, the stick performance of the bekaert steel - fiber with both hooks is better than that of the shear and smooth steel - fiber, and the stick - strength decreases with the increment of the embedding angle

    界面黏結強度隨混凝土強度的提高而增大，貝卡爾特雙彎鉤鋼纖維與混凝土基體的界面黏結性能優于剪切平直型鋼纖維，界面黏結強度隨埋角的增大而減小。
  6. The paper use drucker - prager model as the constitutive model of soil, use pole module as the model of soil nails, use girder module as the model of soil - cement mixing piles, use goodman module as the model of interface, an iterative - increment method is used to solve nonlinear equation. 2. the paper has a further research on the influence of compound soil nailing behavior in the perspective and the axial strength of the soil nails of the effect of the stiffness of soil, the stiffness of soil - cement mixing piles, the width of soil - cement mixing piles, the length of nails, the angle of nails

    本文根據目前復合型土釘墻支護的研究現狀和工程實際需要，採用有限單元法對攪拌樁-土釘復合型土釘墻的力學特性進行數值分析，本文的主要工作內容有以下幾個部分: 1 .利用同濟曙光有限元軟體（ geofba ）對攪拌樁-土釘復合型土釘墻支護進行了非線性有限元分析，在有限元計算中，本文採用了drucker - prager模型作為土體的本構模型，土釘採用了桿單元模型，攪拌樁和噴射混凝土面層的組合體採用了梁單元模型，接觸面單元採用了goodman單元模型，非線性求解方法為增量迭代法。
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