slide structure 中文意思是什麼
slide structure
解釋
滑動構造-
This model has wide - ranging application and simple computing procedure. it avoids the narrow - ranging limitations of slide line method, as well as avoids the complicated computing procedure in the simulation of the gradual breakdown process for the granular structure by fem. its analysis results are identical with those of the practical engineering, this model has engineering application value
建立了挖掘過程推壓阻力的計算模型，該模型適用面廣、計算較簡便，既避免了滑移線適用面窄的局限性、也避免有限元分析對散體漸近破壞過程模擬的復雜計算過程，計算結果與工程實際吻合，具有工程實用價值。 -
The presented insulating lift adopts the traditional scissor structure, and is actuated by the master - slave voussoir and horizontal slide block with relay style
該絕緣升降平臺採用傳統的剪叉式結構，以及絕緣主從楔塊驅動和水平驅動相互接力交替作用的驅動方式。 -
In the dissertation, the effects of the air slide - film damping on the capacitive accelerometers having different slot structures which are completely or partly etched, and fabricated by the anodic bonding between silicon and glass and bulk silicon micromachining process are researched by changing the distance between the moving structure and substrate, the thickness of the structure, the width of the completely etched slot structure, the depth of the partly etched slot structure according to the two well known air slide - film damping models
對于橫向運動的體微機械器件，其周圍空氣表現為滑膜阻尼。本文基於滑膜阻尼的兩個模型，通過改變振子與襯底的間距、振子的厚度、刻透的柵槽的寬度、沒有刻透的柵槽的深度等參數，研究了這些參數對硅?玻璃鍵合工藝製作的體硅微機械電容式傳感器阻尼特性的影響。 -
According to composition and structure feature of jinjiang landslide analysis, the author considers it was a enormous landslide with the characters about multi - period ( total four slides ) and overlaying, its mechanism of deformation failure attributed to a representative sliding - bending mode in the consequent slope, the stability calculation indicates that no matter what the whole landslide would not slide, while, as earthquake intensity reaching or exceeding vi, the first - period landslide which lies to the south of huangjiagou in the front slip mass and the fourth - period landslide which lies to the north of caojialiangzi in the back slip mass will slide
由金江滑坡的組成及結構特徵分析可知，邊坡為一多期次（四次滑動）兼具超覆特徵的巨型滑坡，其變形破壞機制屬順層邊坡中比較典型的滑移?彎曲型。穩定性計算表明，滑坡整體穩定性較好，僅在遭遇度及其以上地震作用的情況下，堆積體前部靠黃家溝以南的第一期滑坡及靠後部北側曹家梁子的第四期滑坡堆積體才會失穩；因素敏感性分析表明，滑坡穩定性對地震（尤以強震）最為敏感。 -
Abstract : having been finished the design of squeeze casting machine shell model, it provides design key points of squeeze casting model with slant slide parts, researches the technology about the product and optimizes the parameters of technoloy and model structure. the results are suitable for similar squeeze casting of parts
文摘:通過對機座擠壓鑄造模具的設計，給出了斜滑塊擠鑄模的設計要點，研究了製件的工藝過程，對工藝參數和模具結構參數進行了優化，研究結果可供類似零件的擠壓鑄造所借鑒 -
In the soft tissue. one side of the slide is skeletal muscle. there is no normal lymph node structure
在軟組織內。切片的一側為橫紋肌，切片上並沒有正常淋巴結的結構。 -
The dislocation interfaces of early stage were controlled by the slide of the ne fold. the dominant dislocation interfaces, in the dam area, is the one of the second stage, which resulted from the slide of the lava layer and lagerkluftes from nw to se because of the affect of the majiaheba faultage ' s thrusting overriding to the dam area from nw to se. the dislocation interfaces of the third stage were the result of the overprint of the structure of ne to the one of nw
早期階段形成的錯動帶受控于北東向縱彎褶皺的層間彎滑機制；第二階段形成的錯動帶在壩區佔主導地位，它們是由於北東向馬家河壩斷層由北西向南東的滑脫逆沖推覆影響壩區，並造成壩區向南東緩傾的巖層沿原生構造面向南東滑動的結果；第三階段形成的錯動帶則是由於北西向構造疊加於早期北東向構造之上而致。 -
The slide structure of yangzhuang coal mine and its influence to production
楊莊煤礦滑動構造及對生產影響 -
It introduces the appearance of layer slide structure in coal mine production and analyzes the character and application in mine geology work
介紹了層滑構造在煤礦生產中的表現形跡，分析了層滑構造的特徵及其在礦井地質工作中的應用。 -
Abstract : it introduces the appearance of layer slide structure in coal mine production and analyzes the character and application in mine geology work
文摘:介紹了層滑構造在煤礦生產中的表現形跡，分析了層滑構造的特徵及其在礦井地質工作中的應用。 -
The whole dynamic finite - element analysis simplified based on 2d plane is performed to adapt engineering requires. the effect of both kinematic interaction and inertial interaction on pile - soil - structure systems within layered soil field is relatively comprehensively investigated. at the same time, the boundary effect of model, the horizontal dynamic features of piles and the nonlinear characteristic of slide and contact on the interfaces of pile - soil are considered too on the ground of no - element meshing technique applied for dimensional effect of piles in stratum - soils
建立了以適應工程需要的基於二維平面動力分析的簡化整體有限元模型；提出了能有效考慮樁尺寸效應的樁-土無單元劃分技術，在考慮了模型的邊界效應、樁基的水平動力特性和樁土界面的滑移、接觸非線性行為的基礎上，從時域內較為全面的研究了層狀土域中樁基上下部結構的慣性相互作用和運動相互作用兩種基本效應。 -
In the storm, the part on surface layer of the underlying bed will produce the liquefaction, the absolute standing wave that form the front of the structure may bring 6. 16 meter depth of the liquefaction, so the foundation of structure will lose part of the supporting force, the structure will slide in this situation. that is to say, because of the foundation partly liquefaction, the exist of soft layer and the component force of gravity, the structure slide further to the basin and collapse, which leads to disastrous consequence
在強暴風浪下，底床表層1 . 75米以上均有可能產生液化現象，而在構築物前形成的完全駐波，甚至能夠造成6 . 16米的液化深度，構築物地基部分失去支持力，將直接導致構築物的滑動，也就是說，在地基部分液化、軟弱層的存在以及構築物沿坡重力分力的共同影響下，構築物將向「盆」底方向發生更大的滑動，甚至可能發生倒塌。 -
According to the structure layout of futang power station design, geological parameters and calculation results of seepage, the stability and stress of gate chamber and retaining dam are calculated, the security index and stress of anti - slide can can meet the requirement of criterion
根據福堂電站工程設計的結構布置情況、地質參數及滲流計算成果，對閘室和擋水壩穩定、應力進行了計算，其抗滑穩定安全系數及應力標準均滿足規范的要求。 -
According to calculating and analysis, educes the distributing laws and their correlations of horizontal displacement and stress of stabilizing pile, anchor pull and earth press in two sides of pile, including the distributing of point repel force and internal force of pile at the terminal state, providing full theoretical basis for anchor cable and stabilizing pile structure design, strength check, stability check and determination of anti - slide force for a single stabilizing pile
通過計算分析，得出了抗滑樁的水平位移、樁身應力、錨索拉力和樁側土壓力的分佈規律和它們之間的相互關系以及極限狀態時的樁的結點抗力和樁的內力分佈規律，為錨索樁的結構設計、強度校核、穩定性校核和單樁抗滑力的確定提供了充分的理論依據，同時也提出了錨索抗滑樁計算分析的一種新方法。 -
Qianjiangping landslide, the maximum volume sliding after the first stage of water impounding in the three gorges reservoir is a typical high - speed rocky - bedding slide, which is similar to the famous vaiont landslide in geologic structure, evoked process and movement mode
摘要千將坪滑坡是三峽一期蓄水后三峽庫岸發生的最大體積滑坡，是典型的水庫型巖質順層高速滑坡。 -
For example, the 6 - slide pkm can employ the simple structure of strut - components and realize the combination of several machining means, and has the workspace which extends infinitely in theory, etc.
例如可以採用簡單的六桿構件，實現多種加工方法的組合和工作空間具有在理論上的無限延伸性等等。 -
Main problems are the anti - slide test report and inspection record of high strength bolts that connecting structure steels have not been provided according to the requirement of design ; since there is no measurement certificate attached to the test report issued by the jincheng mine project quality inspection station of shanxi coal mine industry administration bureau, it will not be allowed to use these test reports as the one of unit project quality control documents
主要是未按設計要求提供出鋼架連接處高強度螺栓抗滑移系數試驗報告和檢測紀錄；由山西省煤炭工業管理局晉城礦區工程質量檢測站出具的試驗報告無計量認證章，在今後的工程中不能再作為單位工程質量控制資料中的試驗報告。 -
Exploitation on roof management at blast - winning caving face under slide structure
滑動構造下炮采放頂煤工作面頂板管理的探討 -
Design amp; amp; analysis of hydraulic overload protection structure of high speed press slide
高速壓力機滑塊液壓過載保護結構設計與分析 -
Secondly, analyzing force on ground wheel indicates that wheel slide can be influenced by ground wheel structure parameters, such as its vertical load, width, diameter, and height of clutching board
據此設計了可對滑移率進行測量的地輪裝置。根據研究目的，確定了地輪滑移率的測試方法。
分享友人