inclination method 中文意思是什麼

inclination method 解釋
傾度計演算法
  • inclination : n. 1. 傾斜;點頭,鞠躬。2. 斜坡,傾度;【數學】傾角;【天文學】(軌道的)交角。3. 傾向,嗜好。4. 愛好的事物。5. 體質的傾向;斜角。adj. -al
  • method : n 1 方法,方式;順序。2 (思想、言談上的)條理,規律,秩序。3 【生物學】分類法。4 〈M 〉【戲劇】...
  1. In the study of the lumber carrier, one of the very important problem is the in spot and ultimate station due to flooding which will bring tremendous threat to the ship because of the few holds in order to study the lumber carrier buoyancy, stability and longitudinal strength under the condition of flooding, the paper adopt fundamental ship principle and iterative and accumulative concept on the basis of insumersibility theory to detailedly calculate the flooding speed flooding amount front draft after draft stability and longitudinal strength considering the ship " s sinking and inclination which will change the center of gravity and the loading station both in hold and on deck and the effect of flooding and lumber amount in holdo in the last, the paper introduces an example of the actual ship named " fei yun ling " and makes a contrast between not taking measure and taking measure which draws a reasonable conclusion and comes up to some advice the method avoids the cockamamie calculating while insures enough precision the paper draws a conclusion that not all the lumber carrier will submerge when suffering the damaged flooding if the loading or measure is suitable

    為了研究運木船舶在破艙狀態下的浮性、穩性和強度,本文在抗沉性理論的基礎上,運用船舶基本原理,採用了迭代和累計的思想,將船舶的進水過程劃分為很多次進水的積累,詳細計算了運木船在破艙進水的過程中,考慮到各種破艙參數、船舶本身的下沉、艙室內木材、甲板貨的裝載情況和在進水過程中船舶本身的傾斜對進水重心的影響,以及艙室內的進水量和木材對破口處進水速度的影響,船舶總的進水速度、進水量、首尾吃水、穩性的實時狀態和最終船舶的總縱強度,給出了計算實例,並進行了在採取用泵抽水前後浮態參數的對比,得出了該船舶在艙室內的貨物積載量達到某個數值時可以保證船舶在破艙進水時不會沉沒,或者在當開口小於某數值時,採取適當的措施后,可以使船舶避免沉沒。
  2. This paper describes the principle and method for testing pile bottom force - hearing layer and pile body force - bearing declivity, deals with results of standard component test and inclined model pile test under the condition of inclination, and also gives some practical examples of engineeing application

    摘要闡述了樁底持力層與樁身傾斜度測試原理及方法,列舉了傾斜情況下的標準件試驗及傾斜模型樁試驗結果與工程應用實例。
  3. His wife is very dignified and showed a strong spiritual inclination. once the couple understood that master s teachings are in accord with islamic concepts and values, they asked to learn the convenient method and asserted that they would come to the center. one afternoon, mr. chairman and his wife came to the center

    主席先生人很幽默,而且很誠心,修行已有二十多年了,他的夫人也是端莊大方靈性很高,在了解師父教理與他們回教的很多理念相同之後,兩人都立即報名了方便法,並說一定會來小中心學打坐。
  4. The force control of suspension bridge anchorage cable is the main contents which will be researched. according to the character of suspen - sion bridge anchorage, three questions is solved in this paper on the basis of the construction control experience of the highway bridge of yichang yanzhi river. firstly, an effective method of cable force control is presented in this paper, which has settled the puzzle of cable force accurate operate through fixing a pressure transducer at the behind of the hydraulic jack. secondly, an exactitude calculation model is founded in this paper. in addition the influence of boundary condition, sag, inclination, flexural rigidity and environment temperature to the cable vibration frequency which make the frequency method could be used to the measurement of cable force. in the end of this paper, a control system of anchorage cable force is developed on the basis of the above research. this system is very steady, credible, high precision and convenient. it is a new and credible method to be used to the force control of sus - pension bridge anchorage cable. in this paper, the conundrum of cable force control has been solved. the fruits are very useful to the development of inland suspension bridge

    提出了一種有效可行的錨跨張力控制方法,即通過在油壓千斤頂后加壓力傳感器,並利用單片機技術進行數據採集,解決了懸索橋錨跨索股初張力精確控制的難題;建立了錨跨索股索力的精確計算模型,分析了索股的邊界條件、斜度、垂度、抗彎剛度及環境溫度對索股頻率的影響,解決了弦振法在大跨徑懸索橋索力測試中的應用問題;在上述研究成果的基礎上,研製出了錨跨張力控制系統,該系統具有穩定可靠,精度高,使用方便等特點,它的投入使用將為我國今後大跨徑懸索橋錨跨張力控制提供一種全新的、可靠的手段。
  5. Taking the bending stiffness, cable sag and cable inclination into consideration, the space vibration control of the cables using the visco - elastic dampers in cable - stayed bridges is investigated by joining the center difference method and the state space strategy. both the maximum modal damping ration and the optimal damper size are obtained, then the practical suggestions are proposed for the design of the dampers. the space nonlinear vibration equations of the cable - damper system are derived, and a new hybrid method for solving the cable - damper system is presented by combing the newmark method and pseudo - force technology

    綜合考慮了拉索抗彎剛度、垂度的影響,研究了粘彈性阻尼器對斜拉橋拉索的空間振動控制,聯合中心差分方法及狀態空間法,得出了拉索麵內、外振動各階模態可能達到的最大阻尼比及相應的最優阻尼器系數,並對斜拉橋拉索的阻尼器設計提出了參考建議:考慮拉索抗彎剛度、垂度及幾何非線性,導出了索-阻尼器系統的空間振動非線性方程組,結合newmark方法及偽力( pseudo - force )方法,創新地提出了求解非線性方程組的雜交方法,根據拉索-阻尼器系統的阻尼特性,在各種荷載作用下,對索-阻尼器系統的非線性瞬態振動響應進行了研究,從系統響應的角度更加直接地驗證了阻尼器的控制效果。
  6. This paper will present an improved method which can take account of the transverse inclination and predict the motions and wave loads of a ship in heel

    本文嘗試對原有的切片法進行擴展,使之能夠考慮到船體橫傾影響,進而重新建立運動方程,求解處于橫傾狀態的船舶在波浪中的運動響應及剖面波浪載荷。
  7. Agricultural vehicles - maximum stable side - inclination - test method

    農用運輸車最大側傾穩定角試驗方法
  8. The test method of maximum stable side - inclination for motorcycle and moped with three wheels

    三輪摩托車和三輪輕便摩托車最大側傾穩定角試驗方法
  9. Study of applications of spontaneous combustion prevention technology in high inclination - angle underhand stopping working faces with comprehensive mechanized caving method

    大傾角俯采綜放面防止煤炭自燃技術應用
  10. Then the author gives the method to determine the parameters of the generalized elastic theory. computing examples show that the bearing capacity of the piles depend on the load inclination and the pile battered angle. under the vertical load, the vertical pile has bigger bearing capacity than the battered pile

    算例表明,豎向受荷直樁比斜樁有更大承載力;水平受荷單樁, 「正斜」斜樁有較大的承載力, 「負斜」斜樁承載力較小,直樁居中。
  11. Fifteen degree or so of nail and anchor inclination is the optimized. some certain value of nail space is proposed by which soil nailing structure and earth nail wall can be differentiated. the method to analyze the gravity retaining wall is applied to earth nail wall

    建議土釘和錨桿傾角採用15左右為宜;當土釘間距小於某一值,或土釘密度大於某一定值時,土釘支護形成重力式擋土墻,即土釘墻,此時可以採用重力式擋土墻的分析方法對土釘支護進行分析。
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