滑動力 的英文怎麼說

中文拼音 [dòng]
滑動力 英文
skid force
  • : Ⅰ形容詞1 (光滑; 滑溜) slippery; smooth 2 (油滑; 狡詐) cunning; crafty; slippery Ⅱ動詞(貼著物...
  • : Ⅰ名1 (力量; 能力) power; strength; ability; capacity 2 [物理學] (改變物體運動狀態的作用) forc...
  1. 2. sritable for revolve aport and swing sport when under heavy weight and slow speed, aswell the ccoasion that not form fluid impetus lubrication because of frequently open and closed in the course of loading

    2適用於高載低速下的旋轉運搖擺運及經常在超負荷下啟閉頻繁而不易形成流體的場合。
  2. Electric traction ; dropper clamp ; sliding dropper clamp for catenaries

    牽引.掛線夾.吊索用掛線夾
  3. So this base isolation technique has profound prospects. unfortunately there exist definite difficulties in the calculation because of the nonlinear of the base friction force. now, both the equivalent damping method and the numerical calculatin of the vibration response of the base - isolated buildings are frequently used in the calculation of the seismic response of the base - isolated building. however both of them have certain drawbacks. in this paper, the response of the building with base - isolation system is derived by the method of fourier expansion for the friction force and the earthquake response. at the same time, the sliding vibration character of inertia of a single mass structure and the sliding vibration response of a muti - mass structure are discussed. the stable condition of the sliding base isolation system of a structure is given. in the end, two circes of base fixation and base sliding are analyzed by adopting ansys

    本文利用對摩擦和地震響應進行付氏級數展開的方法導出了基底具有摩擦隔震系統的地震反應。同時,文中從研究單質點結構的慣性入手,進而對多質點結構體系反應進行探討,分別給出了結構隔震的自身穩定條件。最後,本文利用ansys對基礎固定和基礎移隔震兩種工況進行了模擬模擬分析,進一步證實了基礎移隔規律。
  4. Landslide is a geological hazard with serious losses. it is very important to research the controling methods. slide - resistant pile, which has many advantages such as high adaptability, little interference to landslide and geological environment, short construction time, high silde resistance, is a main method to control landslide. pneumatic down - the - hole hammer is a drilling method with many advantages. its features, such as wide application range, high hole quality, no circulating medium, low operation regulations, and drilling big diameter rock hole, fit to construct slide - resistant pile. according to the requirement of silde - resistant pile construction, this paper analyses feasibility that pneumatic dth hammer drilling applies to construct slide - resistant pile on the basis of introducing the features of pneumatic dth hammer. then an applied example is given

    坡是一種危害極大的地質災害,它的整治方法研究具有重要意義.抗樁是一種適應性強、對坡穩定性和地質環境干擾小、工期短、抗強的坡整治方法.風潛孔錘鉆進是一種具有許多優點的鉆進方法,它的許多特點,如成孔質量高、應用范圍廣、無液體循環介質、鉆進規程參數小、可實現大直徑基巖鉆孔等都適合於抗樁施工.文章在介紹風潛孔錘鉆進特點的基礎上,根據抗樁施工要求,分析了風潛孔錘用於抗樁施工的可行性,並舉出了其應用實例
  5. The results show that : 1 ) though the water environment of nanyisan is more muddy than others, algal can still grow ; 2 ) the composition and rock type of the algal limestone are complex, the main rock types include lettuce - like stromatolites, algal reef, digitate stromatolies, wave - like stromatolites and so on ; 3 ) the deposits of algal limestones were formed in low - energy peritidal to subtidal high - energy environment of lakeshore slopes, sliding under the action of gravity and some other factors and become slump mixosedimentite layers ; 4 ) the physical property of algal limestones layers is better than others ; 5 ) the genetic development of the sediment decides that the single deposit is small, distributive and thin - layed

    結果表明,南翼山藻灰巖沉積水體環境相對渾濁,但藻類仍能生長;該區藻灰巖巖石組成及類型復雜,主要的藻灰巖巖石類型有包心菜狀疊層石、藻礁、指狀疊層石、水平波狀疊層石等;其主要為濱岸斜坡上低能潮上環境至高能潮下環境形成的沉積體,在重等因素的作用下產生塌形成的微生物成因的塌混積巖;巖層物性好於其它巖層;藻灰巖層的成因決定了該地區單個沉積體規模小、分散、層薄。
  6. We are to slide the box by exerting a force on it.

    我們對箱子施加作用,使它
  7. For jiangpinghe double - curved arch dam, 3 - d elasto - plastic fem is made, in which the point safety factors of the dam - abutments system and the safety margin for coefficients of sliding resistance on 7 potential sliding blocks of the dam before and after the reinforcement of the dam are calculated under the conditions of the normal storage level and the design flood level respectively based on the results from the analysis made with fem

    摘要對江坪河雙曲拱壩進行了三維彈塑性有限元分析,利用有限元應成果分別計算了正常蓄水位、設計洪水位等3種工況下加固前後壩體壩肩系統的點安全系數和7個可能塊體的抗富餘系數。
  8. Based on hydrodynamic lubrication theory, a rectangular tire tread model for simulating the viscous hydroplaning of tire is set up, taking into consideration the effects of hydrodynamic action, squeeze action and road roughness with numerical solutions obtained

    摘要根據流體理論,將輪胎貓性水問題模擬為胎面單元與路面之間的壓、擠壓膜問題,同時考慮了路面粗糙度的影響,建立了輪胎胎面單元黏性水問題的數學模型,並進行數值求解。
  9. For sliding contact, the coefficient of kinetic friction uk is defined as the ratio of the frictional force to the normal force.

    接觸時,摩擦系數Uk的定義是摩擦與法向的比率。
  10. For sliding contact, the coefficient of kinetic friction uk is defined as the ratio of the frictional force to the normal force

    接觸時,摩擦系數uk的定義是摩擦與法向的比率。
  11. Some of the quantities involved in elastohydrodynamic lubrication may be mentioned.

    下面提供一些與彈性流體有關的量。
  12. The hyperbolic conservation laws with relaxation appear in many physical systems such as nonequilibrium gas dynamics, flood flow with friction, magnetohydrodynamics, etc. firstly, the thesis proves that there exists a unique global smooth solution for the cauthy problem to the hyperbolic conservation laws system with relaxation ; secondly, in the large time station, the thesis proves that the global smooth solutions of the hyperbolic conservation laws system with relaxation converge to rarefaction waves solution at a determined l ( p > 2 ) decay rate

    帶鬆弛項的雙曲型守恆律組出現在諸多的物理系統中。例如,非平衡態的氣體學、帶摩擦的水流、磁學等。本文首先證明,帶鬆弛項的雙曲型守恆律組的柯西問題的整體光解的存在唯一性;其二,證明了帶鬆弛項的雙曲型守恆律組的解與相應的平衡態守恆律的稀疏波解在大時間狀態下的l ~ p衰減率。
  13. People with narcolepsy should aoid situations in which a sudden sleep attack might be dangerous. this includes actiities like driing, skiing, and operating machinery or power tools

    嗜睡者在開車、雪、運轉機器或設備的時候應避免突然入睡,否則會招致危險狀況的發生。
  14. A database method of nonlinear oil film force based on poincare transformation

    變換的軸承非線性油膜數據庫方法
  15. The produce process contains : fiberglass process, foam process, balsa process and layer press board process etc. the product range among : emulate slide flight, engine motor flight, electromotion flight, eject flight, airscrew and the accessory of various flight model

    翔華航模的生產工藝現有玻璃纖維製作,泡沫塑料製作, balsa製作,層壓板製作。產品包括像真翔飛機,引擎飛機,電飛機,噴射飛機以及螺旋槳和各種飛機模型配件。
  16. Declining real wages and a modest upswing in productivity have together produced a sustained drop in unit labour costs

    實際工資下和生產輕度上揚同時造成了單位勞成本持續下降。
  17. On the basis of kinetics ' basic principle of well drilling shaker, the kinetic condition of solid phased particles in well drilling liquid, under the status of un submersion, doing four movements as backward sliding, tossing, keeping motionless and forward sliding relative to the surface of vibrating sieve has been analyzed

    摘要根據鉆井篩學的基本原理,分析了鉆井液中固相顆粒在非淹沒狀態下相對于振篩面作后、拋擲、靜止和前4種運狀態的學條件。
  18. Ami - sliding safety factors are attained when total sliding force and total anti - sliding force are calculated through normal stress and shear stress acting on the element interfaces

    其次,利用剛體彈簧元法求解單元交界面上的正應和剪應,從而積分求得移路徑上的總滑動力和總阻,進而求得各面的抗安全系數。
  19. Impact oscillator is an important model of nonsmooth dynamical system. in this article, we study the dynamics of elastic imapact oscillators. we will consider the asymptotically linear oscillator and study it in two parts : the existence of periodic bouncing solutions ; the lagrange stability of impact motion

    碰撞振子是非光滑動力系統中一類重要模型,本文討論彈性碰撞振子的態行為,主要考慮漸近線性振子的碰撞解,文章分兩部分:周期碰撞解的存在性;碰撞運的lagrange穩定性。
  20. Analysis result of the definite value analysis method used in the project at present does n ' t correspond to the steady real work state of slope, it ' s income safety coefficient and real security competence of slope stabilize exists certain error. because definite value analysis method neglects influence to engineering structure of random existing of the effect of loading ( slippery moment ) and resists strength ( resist the slippery moment )

    目前工程中使用的定值分析方法由於忽略了荷載效應(滑動力矩)及抗(抗矩)計算中各要素實際存在的隨機性質對工程結構安全性的影響,所以分析結果與邊坡穩定的實際工作狀態不符,所得安全系數與真正的邊坡穩定安全性水平之間存在一定的誤差。
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