isolation structure 中文意思是什麼

isolation structure 解釋
隔離結構
  • isolation : n. 1. 隔離，分離；孤立，單獨。2. 封鎖交通。3. 【電學】絕緣。4. 【化學】離析（作用）。adj. 孤立主義的，孤立主義者的。n. -ism 孤立主義。n. -ist 孤立主義者，孤立派。
  • structure : n. 1. 構造，結構；組織；石理，石紋。2. 建造物。3. 【化學】化學結構。4. 【心理學】（直接經驗中顯現的）結構性，整體性；整體結構。adj. -d ,-less adj.
  1. 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

    本文利用對摩擦力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滑動振動慣性力入手，進而對多質點結構體系滑動振動反應進行探討，分別給出了結構滑動隔震的自身穩定條件。最後，本文利用ansys對基礎固定和基礎滑移隔震兩種工況進行了動力模擬模擬分析，進一步證實了基礎滑移隔規律。
  2. This paper reviews the isolation, structure identification and bioactivitiy research of ocean natural products, 127 cembranoid diterpenes, in the past decades, providing scientific evidence for reasonable exploitation and application of oceanic organisms

    摘要綜述了近年來海洋天然產物， 127個西松烷二萜類化合物的分離、結構鑒定以及其生物活性研究進展，為海洋生物的合理開發利用提供科學依據。
  3. Analyses of computational model and vibrating characteristics of the base isolation structure made of self - damped rubber laminated - support

    自阻尼疊層橡膠支座基礎隔震結構的計算模型及振動特性分析
  4. The authors use etabs program to build finite element model of the seismic - isolation structure, through time - history analysis of the structure which uses the lead rubber hearing setting with different initial shear stiffness, and give reasonable advice to setting initial shear stiffness of the lead rubber bearing used in the seismic - isolation design

    摘要運用etabs建立隔震結構的有限元模型，對鉛芯隔震橡膠支座屈服前剛度不同取值的隔震結構進行了時程分析，通過對比分析，給出了隔震設計中的鉛芯隔震橡膠支座屈服前剛度取值的合理建議。
  5. Then the ideal models ( dielectric isolation structure with high - voltage interconnection and without high - voltage interconnection ) are simulated by a 2d device simulator medici respectively. according to the simulation results, the two models ’ breakdown mechanism is analyzed and compared, and the influence of the isolated trench structure parameter on breakdown - voltage is studied, synchronously

    藉助二維數值模擬軟體medici對理想模型（有、無高壓互連線兩種情況的介質隔離結構）進行模擬，分析其耐壓機理，研究隔離槽參數（槽寬、槽內氧化層厚度）對擊穿電壓的影響。
  6. 8 - loop flash alarm controller adopts advanced microprocessor for smart control, and can match use with our any control instrument or other contact control instrument. it can detect simultaneously 8 - loop signals. inputs and mainframe both adopt photoelectric isolation structure

    智能多路巡檢顯示控制儀採用先進的微處理器進行智能控制，適用於溫度濕度壓力液位瞬時流量速度等多種物理量檢測信號的顯示控制，可巡迴檢測多路測量信號。
  7. A bulk micromachined relay with lateral contact and isolation structure

    具有隔離結構的橫向接觸式體硅微機械繼電器
  8. Firstly, the deep trench dielectric isolation structure is designed, and a mathematical model of the breakdown - voltage is given

    首先設計厚膜soi基深槽介質隔離結構，經過分析得到擊穿電壓的數學模型。
  9. Then, the elasto - plastic time history analysis for re - centring isolation structure with shape memory alloys is carried out, and compared with fixed structure the control effect and fully re - centring capacity of the new isolation system is verified

    接著，對設有形狀記憶合金自復位隔震裝置的實際結構進行了彈塑性地震反應分析，並與非隔震結構進行了對比，以驗證上述隔震裝置的減震效果和復位性能。
  10. In the first, the finite element models are rendered to analysis the mechanical performance of the isolation structure. the results of earthquake time history analysis indicate that base isolation structure can effectively reduce the earthquake response of buildings

    論文對該隔震結構建立了有限元模型，並用時程分析法分析了橡膠墊隔震結構的受力特點、上部結構的位移反應特點等內容。
  11. A theoretical study of floor response spectra for base - isolation structure with ribber - bearing

    疊層橡膠支座隔震結構的樓層反應譜基本理論研究
  12. According to the characteristics of the series - base - isolation structure, the calculation formulas for the equivalent damp and equivalent stiffness of the structure were given, and the desirable equivalent damp could be obtained by rational design of multi - level yield shear stress of composite bearings

    根據串聯基礎隔震結構的特點，給出了該種隔震體系的等效阻尼、等效剛度的計算公式；將串聯隔震支座設定為多個屈服剪力水平，得到了較好的等效阻尼。
  13. A new pattern of structures, combined isolation structure, was presented, and its vibration and control equations were derived

    摘要提出了一種新的結構體系組合隔震結構體系，並推導了振動及控制方程。
  14. According to the different response under different earthquake waves, the paper discussed the long - period character of the isolation structure. the results of analysis indicates that the isolation structure has better effect for the earthquake wave which was dominated of short - period wave

    針對隔震結構在不同地震波下響應的特徵和程度的不同，本文對隔震結構的長周期效應進行了分析和探討，並提出了隔震結構時程分析計算時地震波選取的建議和方法。
  15. At the same time, because of superstructure seismic functionary decrease, seismic measure is less than no isolation structure distinctly

    同時，由於上部結構地震作用的減弱，結構本身的抗震措施可以大大減少。
  16. At the same time, because of superstructure. seismic functionary decrease, seismic measure is less than no isolation structure distinctly

    同時，由於上部結構地震作用的減弱，結構本身的抗震措施可以大大減少。
  17. This method is very effective, base shear, floor deformation, acceleration of isolation structure is less than no isolation structure

    而且隔震結構的基底剪力、層間位移、各層加速度都遠遠小於不隔震結構的計算結果。
  18. The method which is common used of designing the isolation structure is based on the concept of " level - conversion intensity "

    在隔震結構的設計過程中，對上部結構的設計現有的實用設計方法是採用「水平換算烈度」的方法。
  19. Some useful results are obtained through lots of comparative analysis. the research results illustrate that base isolation structure can reduce the horizontal earthquake response of superstructure effectively compared with traditional technique. this method is very effective, base shear, floor deformation, acceleration of isolation structure is less than no isolation structure

    文中分別考慮不隔震（傳統抗震結構）及以鉛芯疊層橡膠支座作為隔震裝置的基礎隔震結構，對其由地面輸入ei - centro地震波，進行了大量的計算分析比較，得出了一些有益的結論:隔震結構採用橡膠墊隔震支座時具有明顯的隔震效果，它能大大減輕結構的水平地震作用。
  20. The series - base - isolation structure, with a composite bearing formed by serial connection of the rubber isolation bearing with friction - sliding isolation bearing and connected with the rubber isolation bearing in parallel form, obtains good effect of vibration isolation under earthquakes

    摘要由橡膠隔震支座與摩擦滑移隔震支座串聯成組合支座，再與橡膠隔震支座並聯形成的串聯基礎隔震結構，在地震時可以取得較好的隔震效果。
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