動作反應 的英文怎麼說

中文拼音 [dòngzuòfǎnyīng]
動作反應 英文
motor reaction
  • 反 : Ⅰ名詞1 （方向相背） reverse side 2 （造反） rebellion 3 （指反革命、反動派） counterrevolutionari...
  • 應 : 應動詞1 （回答） answer; respond to; echo 2 （滿足要求） comply with; grant 3 （順應; 適應） suit...
  1. Soil - structure dynamic interaction is the dynamic responding of soils, foundation and superstructures excited by wave propagation in soils and structure virtually and, dynamic analysis of soil - foundation interaction is the key problem in studying soil - structure interaction

    土?結構動力相互作用的本質就是波動在結構地基系統內傳播時引起的結構和地基的動力反應問題。研究土?基礎結構的動力相互作用是分析土?結構動力相互作用的關鍵。
  2. Hefei jade tv tower, the highest steel tower being erected in china, vibrates excessively under intensive wind

    合肥電視塔作為國內在建的第一高鋼塔，其在強風作用下的動力反應較為顯著。
  3. Based on these solutions, a parametric study is conducted to determine the main features of the soil - pile system vibration, and the special influence of viscous damping of soil layer around pile is discussed

    基於所得解對樁土動力耦合作用的內在機理、粘彈性土層動力反應特性進行了分析，並重點討論了樁側土不同形式材料阻尼對樁頂動力響應的影響。
  4. It begins with designing two representative reinforced concrete public frames according to new codes in this paper, and carries out nonlinear dynamic analysis by inputting ground motions at the intensity of intermediate earthquake and rare earthquake actions. the slab - bars effect on yield strength of beams is involved in analysis

    本文嚴格按照新規范設計了設防烈度分別為7度半、 8度半的兩個民用建築鋼筋混凝土典型框架，然後分別對其進行了設防地震作用和罕遇地震作用下的非線性動力反應分析，並在分析中考慮了板筋作用對梁端屈服彎矩的影響。
  5. Comparing with passive control, active control is more complicated and it need large amount of energy, although its performance is better than other control me thods in theory. semi - active control is a new control method that its control rely on the structural responses or external disturbances, and its control devices can change working status to adapt the vary loads comparing with passive control. and it does not need the large amount of external energy supply

    與被動控制相比，半主動控制的特點是能隨結構動力反應或外界載荷的變化及時調整控制狀態，使控制裝置的減振作用更好地發揮出來，因而其控制效果更顯著；與主動控制相比，半主動控制不需要外部巨大能源的保證，也不存在控制失穩問題，因而半主動控制已成為結構振動控制新的研究方向。
  6. " in the same way, rahula, bodily acts, verbal acts, and mental acts are to be done with repeated reflection

    「同樣地，羅?羅，對于身業、語業、意業[直譯為身體、言語、心意之動作]也應當反復觀照。
  7. Four records with different earthquake magnitude, epicentral distance and spectrum ingredient are selected as the seismic input. the result of it compared with the result of test and spectrum analysis. lastly, on the basis of analysis result the conclusion is drawn and the recommendation and perspectives are put forward

    選取了el - centro波等四條不同震級、不同震中距及頻譜成份不同的地震波作為輸入波，對其進行了反應譜分析，計算結構在其作用下的動力反應，並與試驗結果及反應譜分析結果進行對比。
  8. Experimental results are compared with results predicted by models. and the stress - strain relations of the models are compared with the simulate curve. at last, three models are chosen for dynamic response analysis of simulation structure situated at area of fortification intensity 8

    在此基礎上，將各模型計算機程序化，併入課題組編制完成的基於纖維（ fiber ）模型樑柱單元的三維空間框架非線性動力反應分析程序中，作為程序的混凝土材料庫。
  9. It is my response that decides whether a crisis will escalate or de - escalate. whether a child is humanized or dehumanized. " in john 15 we are told that we are the branches that bear the fruit

    我們有能力選擇如何面對每天的境況，如何作出回應，我們要有意識地作出積極的決定，要採取積極的行動及反應，並結出神想我們結的果子
  10. Another problem is time - delay being in the control of mr structure, hi this paper, one input of the fuzzy logic controller is the seismic acceleration that avoids some time - delay being in the control. but time - delay being in the structure still is n ' t solved, so the neural network technique is introduced to predict the seismic responses of structures to avoid it, and the bi - state neural network control and fuzzy full - state neural network control are proposed. 4

    對于磁流變阻尼結構控制中的時間滯后問題，本文將地震加速度作為模糊邏輯控制器的一個輸入，消除了控制中部分滯后問題；但仍存在著結構本身的滯后問題，對此引入神經網路對建築結構的地震反應進行預測，並基於預測的動力反應和實測結構的動力反應的綜合值作為模糊邏輯控制器的輸入來消除建築結構本身的時滯，並提出了雙態神經網路控制和模糊全態神經網路控制； 4
  11. This paper is concerned with the evaluation of seismic capacity of prefabricated prestressed concrete skeleton structure ( ims system ). the elasto - plastic time - history analysis and the push - over analysis are performed for this purpose. in order to promote the ims system ' s use in the area of high seismicity, systematically research has been made to study its dynamic response and damage mechanism under horizontal seismic action

    本文採用彈塑性時程分析方法及靜力彈塑性分析方法對預應力板（梁）柱體系抗震能力進行了評定，較系統的探討了該體系在地震作用下的動力反應及破壞機制，旨在促進該體系在地震區的推廣和使用。
  12. And the results show that the calculated settlement agree well with that of measured. the paper established the dynamic pore pressure models of soft soil subgrade and composite foundation, compiled the dynamic fem program of undrained effective stress method, considering the elasto - plasticity of foundation soil as well as the interaction of pavement and foundation, thoroughly analyzed the deformation characteristics of pavement and foundation, and these results are instructive for the construction of pavement or airport runway

    本文建立了軟土地基和復合地基的動孔壓經驗模型，編制了不排水有效應力動力反應分析有限元程序，不僅考慮了地基土體的彈塑性，而且考慮了道路結構與地基的相互作用，比較全面地分析了交通荷載作用下道路與地基的整體變形特性，對道路工程或機場道面工程的建設具有一定的指導意義。
  13. In this thesis, the internal force and transfiguration of the double reticulated dome under different load combination are studied ; the linear and nonlinear analysis are separately performed ; compare the difference between space girder element and space truss element ; at last analyze the dynamical response under seismic action. the horizontal seismic response of double layer oblate lattice shell is analyzed by using step - by - step integration procedure. the effect of some parameters such as exterior load, different support conditions and damping ratio on the dynamic internal forces and dynamic properties is studied

    本文旨在研究雙層球狀網殼結構在各種載荷組合下的內力和變形，分別進行了線性和非線性靜力分析；進行了空間梁單元和空間桿單元兩種計算模型的比較；最後進行了在地震荷載作用下的動力反應分析，動力分析中用子空間迭代法得出了這類空間結構的動力特性，用時程法中的振型疊加法分析了結構在水平地震作用下的動態響應規律。
  14. It has further been proposed to make diethyl phenylmalonate by taking the system using an excess of the diethyl carbonate ( which then acts also as solvent ) to force the equilibrium over in the desired direction and distilling out the equilibrium until the reaction has gone substantially to completion

    因此我們提出了按照這一系統使用過量的二乙基碳酸酯（後面作為溶劑）強迫平衡向所要的方向移動，當反應基本上完全完成後蒸餾平衡向來生產二乙基苯基丙二酸酯。
  15. The result of the study included two aspect : one is the affection when hollow opened and pier on arch - dam with statics calculation, earthquake response spectrum analysis and analysis of time - history i. e step - by - step integration analysis

    本文完成的主要工作有兩個方面：一是通過靜力分析、反應譜分析和時程分析研究壩身開孔及閘墩對壩體整體動力反應的影響。
  16. This paper firstly compares the provisions about torsion effect and anti - torsion design in several codes ( the old and new chinese code for seismic, and some other countries " codes ). then, according to the code for seismic design of buildings ( gb50011 - 2001 ) and the code for concrete structure design ( gb50010 - 2002 ), the paper designs two multi - storied irregular concrete spatial frames, which respectively situated at the area of fortification intensity 8 and 9. subsequently, using the program based on the column - beam element of fiber model, input several ground motion records, which are selected according to the demand of code, to carry the structures " three - dimensional nonlinear analysis in two perpendicular directions at the same time

    本文對比了我國新、舊建築抗震設計規范（ gb50011 - 2001 、 gbj11 89 ）以及國外設計規范（或指南）中關于結構扭轉效應與抗扭設計的相關規定；按照新建築抗震設計規范和混凝土結構設計規范（ gb50010 2002 ） ，設計了設防烈度分別為8度和9度的兩個多層鋼筋混凝土不規則空間框架結構，利用纖維模型樑柱單元的三維非線性動力分析程序，根據新抗震設計規范的要求，在設防地震作用和罕遇地震作用水準下選擇適當的地震波作為輸入，對結構進行了雙向地震作用下的三維非線性動力反應分析。
  17. Active cement stop device : quick start / stop response of cement application, preventing leakage

    主動式膠嘴停膠機構- - -出膠及停膠動作反應快速確實，漏膠機會大幅降低。
  18. Inelastic dynamic analysis ca n ' t be substituted in verifying performance of dynamic response of seismic structure

    非線性動力反應分析在檢驗抗震結構的動力響應性能方面具有不可替代的作用。
  19. With a simplified homogeneous dam body - basement model, during the ground pulse motion, the dams " dynamic responses are analyzed separately with established program and decoupled solution in which explicit finite - element movation solution is combined with multi - transmitting formula

    本文利用簡化均質壩體?壩基體系模型，用已有程序及波動顯式有限元結合多次透射公式的解耦演算法計算了在脈沖地震動作用下該壩體模型的動力反應。
  20. Soon after birth, an infant is able to make some sense out of both the quantity and quality of the physical contact it receives, responding to such messages as smiles and waves

    在出生以後，嬰兒就能對它接收到的身體接觸做出量和質的反應，對一些像微笑和揮手的動作反應。
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