橫移式 的英文怎麼說

中文拼音 [héngyíshì]
橫移式 英文
cross sliding type
  • 橫 : 橫形容詞1. （蠻橫; 兇暴） harsh and unreasonable; perverse 2. （不吉利的; 意外的） unexpected
  • 移 : Ⅰ動詞1. （移動） move; remove; shift 2. （改變; 變動） change; alter Ⅱ名詞（姓氏） a surname
  • 式 : 名詞1 （樣式） type; style 2 （格式） pattern; form 3 （儀式; 典禮） ceremony; ritual 4 （自然科...
  1. It gradually turned into the type of pyramid after the scale of enterprise has been enlarged. the modern cooperation system has introduced radical change in the senior management of a company, and the system of the business departments lowers the centrobaric of the enterprise. but they all retain the organization structure of pyramid, which is oriented by vertical order and assisted by parallel cooperation

    早期小型古典企業的組織結構呈現扁平化，在規模擴大后逐步走向金字塔型；現代公司制使企業高層管理發生本質變化，事業部制使企業重心下移，但都維持了縱向為主、橫向協調為輔的金字塔式組織結構。
  2. Structural strength research for 64 type military - used beam joggle - type bridge layer

    窄幅整體橫移式架橋機在斜交橋中的應用
  3. Configuration and control system of multistory up - and - down translational spatial car parking lot

    多層升降橫移式立體停車庫的結構和控制系統
  4. Some conclusions are drawn : 1 ) effect of inertial force from superstructures on the lateral seismic response of single pile can not be ignored ; 2 ) the lateral seismic response of single pile induced by far - field earthquake are mainly affected by acceleration mass of superstructure > site eigenperiod. it increases with the increment of accele ration and mass of superstructure. as the site characteristic frequency approaches the self - oscillation frequency of the pile, sympathetic vibration occurs and the value of lateral seismic response reaches maximum ; 3 ) as the stiffness ratio of pile to soil increase, the relative displacement of pile to soil increases ; 4 ) the lateral seismic response of fixed - head pile is much smaller than that of free - head pile

    將其解析解與具體的的抗震設防烈度和場地特徵周期結合起來，計算分析了成層地基中單樁的橫向地震響應，得到了以下結論： 1 ）上部結構慣性力對樁的橫向地震響應的影響不可忽略； 2 ）成層地基中的單樁的橫向地震響應主要受地震基本加速度、場地特徵周期、上部結構質量的影響，隨地震基本加速度、上部結構質量的增大而增大；場地特徵頻率越接近樁基自振頻率，樁基地震響應越大，等於自振頻率時，由於發生共振現象，樁基響應幅值最大； 3 ）樁土剛度比越大，樁土之間的相對位移的幅值越大； 4 ）樁頂固接的連接方式，可以有效地降低地震時單樁的橫向地震響應。
  5. In this paper, thermal evolution history of organic matter of the source rocks and hydrocarbon generation history have been researched by tti method, hydrocarbon migration direction and migration times were probed combining with the area structure development feature ; distribution pattern of the main reservoir intervals on lateral and longitudinal have been predicted by researching on development feature and control factors of the reservoir intervals, the actions of reservoir conditions in hydrocarbon accumulation and bearing also were probed combining with pore evolution feature ; the micro - pore feature of regional cap and direct seal in carboniferous - lower triassic in this area have been determined with micro - capillary pressure curve and intrusive mercury curve ; the prospecting districts have been pointed out combining with the hydro - geologic feature, the potential reservoirs were classified according to trap types in this area, the author attempt to evaluate on the hydrocarbon - bearing condition in the str ata of carboniferous ~ lower triassic from hydrocarbon generation and migration reservoir condition, reserved condition etc, and predict the reservoir types and hydrocarbon - bearing patterns combining with the structure evolution. based on above, the author point out that the central block of chenghu - tuditang synclinorium and the southern block of dangyang synclinorium are the advantageous regions for exploration

    本文用tti方法研究了烴源巖有機質的熱演化史和油氣生成史，並結合區內構造發育特徵，探討油氣在區域上的運移方向和在時間上的運移期次；通過對儲集層段的發育特徵和控制因素的研究，預測了本區主要的儲集層段在橫向上和縱向上的分佈規律，並結合孔隙演化特徵，探討儲集條件在油氣聚集成藏中的作用；利用微毛細管壓力曲線法和壓汞法，對石炭系?下三疊統的區域蓋層和直接蓋層的微孔隙特徵進行了定量評價，並結合水文地質分佈特徵，指出有利於油氣保存的地區；根據區內存在的各種圈閉類型，對可能存在的油氣藏進行了分類，並試圖從油氣的生成與運移、儲集條件、保存條件等方面，動態地綜合評價石炭系?下三疊統油氣成藏條件，並結合構造演化特徵，預測其油氣藏類型和成藏模式。
  6. Based upon virtual displacement method and the updated - lagrangian approach, stiffness matrices for two - dimensional elastic - plastic beam model in large displacement were proposed, in the derivation of which transverse stress was included because it was believed that part of the 2nd order effects of various stresses, which are in equilibrium with each other and with the external loads, will counteract each other and neglecting either part would possibly lead to incorrect results

    利用虛位移原理和更新的拉格朗日方法，導出了大位移彈塑性梁單元剛度矩陣的顯式表達式，在剛度矩陣推導中引入了截面內非線性剪應力和橫向應力的影響，剛度矩陣通過了剛體檢驗。之所以要引入橫向應力的影響，是因為本文認為，保持平衡所需的所有應力，它們各自的二階效應會相互抵消，因此忽略其中的任何一項都可能導致不正確的結果。
  7. When the prefabricated plant is under the viaduct, the monolithic box girder is lifted by the gantry crane and transported by the special rotary traversed platform, and then transported and erected by the bridge girder transporting and erecting machine

    當預制梁場設在高架橋下時，採用提梁機提起整孔箱梁，通過特製旋轉式橫移平臺喂梁，運架一體式架橋機運梁和架梁。
  8. In order to assure installation reliability and performance of guard against theft device in public or moving environment, we have creatively completed professional design, namely no demountable screws on the exterior, a built - in lock for guard against theft, and special installation way to meet the demand of reliable installation

    防盜設計為了克服在公共場所或運動環境下顯示設備的安裝可靠性和防盜性。我們全新設計了具有防盜防破壞功能的安裝結構，即整體外殼無可拆卸螺絲並通過暗鎖進行防盜，且採取橫移下落的方式滿足可靠性的安裝要求。
  9. Lift - sliding mechanical parking system

    升降橫移類機械式停車設備
  10. Design of a car parking system moved vertically and horizontally

    升降橫移式立體停車設備的機電一體化系統設計
  11. Machine allows transverse left / right moving, adjusted by electric motor

    本機器可左、右橫移，以電動馬達方式調整
  12. Transverse positionable crane

    橫移式起重機
  13. The method of software design, and some measures for anti - jamming in practical application were pointed out

    本文介紹一種應用於建造在地下室的升降橫移式立體車庫的車位告知系統。
  14. The paper introduced and analyzed structure and control system of psh16d / 5k and psh4d the up - down and translation cubic car - base park which had been finished by author

    本文以作者完成的課題? ? psh16d / 5k和psh4d升降橫移式立體停車庫為例，介紹和分析了升降橫移式立體停車庫的結構和控制系統。
  15. Including intension of the framework structure and axes etc, the optimal design was performed on the framework structure and part structure, it added intension and reduced the whole weight

    本文還對psh16d / 5k升降橫移式立體停車庫的整體框架和局部進行了結構優化，使整體框架的強度提高了，重量減輕。
  16. This paper describes operation and structure of multi - storey lifting and transferring parking equipment, as well as composition of the control system and hardware and software design of lower level plc system

    摘要描述了多層升降橫移式立體停車庫的運行原理和結構特點，介紹了其控制系統的組成、 plc控制的實現和控制軟體的設計，實現了立體車庫的自動控制。
  17. The paper adopted plc as control system in designing psh16d / 5k the up - down and translation cubic car - base park, sysmac - cpt of omron company was used to weave the program of control system, through debugging running. the result proved that adopted plc as control system is simple and easy to realize

    在對psh16d / 5k升降橫移式立體停車庫控制系統的設計中，採用了先進的plc控制，運用omron公司的sysmac ? ? cpt軟體編制了psh16d / 5k升降橫移式立體停車庫控制系統的程序，並經調試、運行，證明採用可編程序控制器（ plc ）作為控制系統簡單易行。
  18. In order to satisfy using demand in design cubic car - base park, according to criterion of mechanical parking systems - general safety requirement and the facts of psh16d / 5k the up - down and translation cubic car - base park the paper introduced some safety technique which was used in psh16d / 5kand psh4d the up - down and translation cubic car - base park. this can ensure absolute safety for car and make the whole car - base park safety and running smooth

    為了使停車設備滿足使用要求，根據國家關于機械式停車設備通用安全要求的標準、 psh16d / 5k和psh4d升降橫移式立體停車庫的實際，在psh16d / 5k和psh4d升降橫移式立體停車庫中使用了一些必要的安全技術，這樣保證了車輛的絕對安全，使得整個車庫安全平穩的運行。
  19. Wheel diameter is based mainly from 254mm to 510mm, suitable for a diameter process of general - precision core shaft. main work piece can be grinded right left crossing movement fixed direct - feed and fixed beveled angle

    砂輪直徑以254 510為主，適用一般精密芯軸外徑加工，主要加工物可做左右橫送式移動研磨固定式直送研磨及固定式斜角度研磨。
  20. The combination of the two considerations rules out atb movement

    這?個要求自然而然地排除?橫越式位移的可能性。
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