structural domain 中文意思是什麼

structural domain 解釋
構造域
  • structural : adj. 構造上的，結構上的，組織上的。adv. -ly
  • domain : n 1 領土，版圖；領地。2 管區，勢力圈；（特定動物等的）生長圈；（學問、活動等的）領域，范圍；【物...
  1. The principal structural element in magnetism is the domain.

    在磁學中的主要結構單元是磁疇。
  2. It is shown that deep abnormal high pressure confined area ( abnormal prressure fluid compartment ) at footwall in southern margin of the basin and uplift sector closely related to faulting should be as a domain or direction for exploration ， and structural traps ( like faulting barrier ， anticline ， etc. ) along with original oil / gas reservoirs at major faulting footwall as the main exploratary targets

    盆地南緣斷裂下盤深層的異常高壓封閉區（流體封存箱） 、與斷裂密切相關的隆起段是今後主要勘探方向與領域，斷裂遮擋、背斜等構造型圈閉? ?主斷裂下盤原生油氣藏是主要的勘探對象。
  3. The predicted vfcpkl protein with 493 amino acids contains all the structural characteristics of reported cdpks and there are four domains of a variable domain, a kinase domain, an autoinhibitory domain and a calmodulin - like domain from n - to c - terminal end

    由編碼區推測的vfcpk1的493個氨基酸序列具有已報道的cdpk的所有典型結構特徵，由n端到c端可分為可變區、激酶區、連接區和調節區四個結構域。
  4. It is shown by structural seismic response of four wavelets that littlewood - paley wavelet is not suitable for structural seismic response, because structural response is too small, meyer wavelet is a better wavelet for structural seismic response, for it ' s structural response is agreement with the finite element method, and also harmonic wavelet, structural response under earthquake is a little bigger than finite element method, structural response under odd exponent wavelet is also bigger than finite element method, this method is very simple by wavelet transform, wavelet transform method is different from old methods, one is with which not only knows the effects of earthquake wave detail frequency - band on structural response, but also considers earthquake wave ' s non - stationary of frequency and time - domain value, another is the second mode shape and higher mode shape response that do n ' t attenuate so fast

    通過對這四種小波的結構地震反應分析研究說明： littlewood ? paley小波不適合於用來作結構地震反應分析，因為在littlewood ? paley小波下的結構地震反應太小，不符合實際情況；用meyer小波作結構地震反應分析比較合適，和有限元法的結果比較接近；也可以用諧波小波來作結構地震反應分析，只是在諧波小波下的結果略為偏大；單邊指數小波下的結構地震反應分析比有限元法稍大一點，它通過小波變換大大簡化了結構地震反應分析。用小波變換方法來進行結構地震反應分析和以往方法不同的是：它不僅可以知道地震波的具體頻率段對結構反應的影響，而且同時考慮了地震波的幅值非平穩性以及頻率非平穩性；另外與以前方法得到的結果有差異的是，第二振型及以後的高一點的振型的反應沒有以前的方法衰減得快。
  5. Based on the study of geological background and structural settings, and with the geological event as the main thread, the author analyzed the development history of the regional ore - forming structures, especially, the new - forming and inherited structural systems since yanshanian movement, and the range - basin structures of marginal - pacific ore - forming domain, and the thermo - uplifting structure of the lushan ore - body as well as the yiwulushan metamorphic core complex, which are three different scale ore - forming structural systems

    論文在緊密結合地質背景、構造背景研究的基礎上，以地質事件為主線，分析該地區域成礦構造的成生歷史，特別是燕山運動以來繼承及新生的構造體系格架與濱太平洋成礦構造域的盆嶺構造、閭山巖體熱隆、變質核雜巖等3個不同級別的區域成礦構造系統。
  6. At present, structural identification in time domain excited by ground motion is an important research topic in civil engineering

    地震動作用下的時域識別技術是結構識別領域的一個重要研究方向。
  7. Firstly, the inversion of the ground motion with the unknown parameters and limited measurements was studied by the sub - structural identification, and the least - square algorithm of unknown input was built. secondly, based on the estimated input, structural parameter down to the element level was identified in time domain by extended kalman filter algorithm. several cases of a 6 - story frame s

    首先，使用子結構識別技術，研究了未知參數、觀測不完整條件下的地震動輸入反演問題，建立了未知輸入的最小二乘估計演算法；其次，在估計地震動輸入的基礎上，使用廣義kalman濾波器方法，識別全部單元結構參數。
  8. Weakly terminating property in a restricted domain of a term rewriting system, one with structural induction, one with cover - set induction, and the third without induction, and describes their mechanization based on a meta - computation model for term rewriting systems - dynamic term rewriting calculus

    基於覆蓋集合歸納法的項重寫系統弱基終止性證明的機械化論文提出一種關於一般化了的項重寫系統弱基終止性，即，在特定領域的項重寫系統弱終止性的形式自動證明方法。
  9. Based on the aerodynamics, control, structural dynamics model of smart rotor in frequency domain deduced and the determination for the number of neurons in hidden layer, the neuro - emulator using multiple independent miso neural networks with its deduced matrix expression for the smart rotor is set up. the rate of training is improved by introducing the orthogonal selection applying for smart rotor to the selection of training cases in neural modeling

    試驗結果驗證了該方法的可行性，在建立了帶有主動控制后緣附翼的智能旋翼系統氣動-控制-結構動力學數學模型的基礎上，提出了適用於智能旋翼建模的多神經網路並聯型式的頻域模型，並推導出其矩陣表達式，探討了隱含層神經元數的確定方法。
  10. Then, from the expressions of structural random response of the frequency domain, the computational expressions of the mean value, variance and variation coefficient of the mean square value of the structural displacement and stress response under the stationary random excitation or non - stationary random excitation are developed by means of the random variable ’ s

    在此基礎上，從隨機振動頻域分析出發，導出了在平穩或非平穩隨機激勵下，隨機結構的位移響應均方值、應力響應均方值的數字特徵計算表達式，通過算例驗證了所建模型和所提求解方法的正確性和有效性。
  11. In the area of structural dynamic analysis, traditional fft and time domain method have a variety of drawbacks. so we use wavelet method to extract impulse response function of system and compare it with fft method. through a lot of simulation examples, we can see that wavelet method is superior to fft method and can obtain more accurate results

    在結構動態特性分析中，本文在介紹傳統的fft方法和時域方法本身所具有的局限性的基礎上，採用小波變換的方法對系統脈沖響應函數的提取進行了研究，並與fft方法進行比較，大量的模擬結果表明，小波方法比fft方法更加優越，獲得了更高的分析精度。
  12. It is shown by the two - stories frame model shake - table test that the contrast two response of acceleration based on wavelet and experiment draws on such conclusion : littlewood - paley wavelet does not agree with the test, so it is not suitable for structural seismic response, because structural acceleration response is too small. the wavelet transform result of acceleration response based on meyer wavelet, harmonic wavelet and odd exponent wavelet agree with the test, thus they can be used to analyze structural seismic response. the analysis of earthquake ground motion energy and structural energy response based on these three wavelets ( littlewood - paley wavelet, meyer wavelet, harmonic wavelet ) shows that we can calculate earthquake ground motion energy by the record of acceleration, because the wavelet coefficient includes time - domain energy and frequency - domain energy

    通過對二層框架模型進行振動臺試驗研究說明：從小波變換得到的加速度反應和模型上的第一層及第二層的試驗測得的加速度比較得出的結論是， littlewood ? paley小波不適合於用來作結構地震反應分析，因為在此小波下的結構加速度反應太小，和實驗情況不符； meyer小波、諧波小波、單邊指數小波這三種小波從理論上得到的加速度反應同實驗測得的加速度過程比較吻合，因此從試驗上證明用meyer小波、諧波小波和單邊指數小波來作結構地震反應分析是比較合適的。
  13. Topology optimization is a most challenging domain of structural optimization. the change of a topology improves the structural characters or decreases the weight, and makes the unsolvable problem meaningful

    結構拓撲優化是結構優化中最富有挑戰新的領域，拓撲的改變可以大大改善結構的性能或減輕結構的重量，並有可能使無解的問題變得有解。
  14. Using the engineering methods of supersonic and hypersonic flow or local piston theory developed in this paper to compute unsteady aerodynamic loads, and coupling structural equations, the supersonic or hypersonic aeroelasticity with a typical servo system under thermal environment is simulated in time - domain

    運用超音速、高超音速氣動力工程計算方法和本文發展的當地流活塞理論計算非定常氣動力，耦合結構運動方程，實現了熱環境中帶有伺服機構的氣動彈性的時域模擬。
  15. It has the important actual meaning in the aspect of raising the use of the further management and service in information management domain. the dissertation stars with the structural property of hypermedia system, and has discussed the element and optimization schemes of hypermedia system structure, and has analyzed the cognization factors when user is browsing in hypermedia information space, and introduces the technical condition in the design of hypermedian

    以空間隱喻作為用戶認知超媒體信息空間的基礎，從深層揭示導航支持與用戶認知的復雜性及其內在規律，分析探討超媒體系統智能導航的模型基礎（用戶模型與知識庫）及可視化技術，構建了認知參考模型、智能導航概念模型、智能導航框架結構模型並運用petri網技術模擬實現。
  16. And then we can get the whole view of the special domain knowledge and the structural view of the testing objects of the special domain

    這樣就得到了領域知識的整體視圖和領域測試對象的結構化視圖。
  17. Firstly, frequencies of each mode shape are gained through frequency spectrum analysis of time domain signals of key points. secondly, time domain signals, which correspond to structural mode shapes, are gained through band - pass filter technology. lastly, the corresponding mode shapes of each natural frequency are constructed by using time domain signals, which are processed by band - pass filter technology

    該方法的基本思想是先通過對關鍵點處時域信號進行譜分析得到結構各階振型對應的固有頻率，然後通過帶通濾波技術得到結構關鍵點在每階固有頻率下對應的時域信號，最後用濾波后時域信號構建結構在每階固有頻率下對應的振型。
  18. A serial generalized morphological filter with multi - structural element is used suppression white gaussian noise or pulse noise embedded in the speech signal. the paper compares morphological speech enhancement algorithm with classical approach on the feature of speech in the frequency domain and time domain

    本文針對形態學在數字語音信號增強中的應用演算法研究，採用多結構元素的廣義形態濾波器，主要用於對被高斯白噪聲或正負脈沖噪聲污染的語音信號的濾波增強，深入研究形態學濾波的語音增強演算法在語音時域、頻域對語音特徵參數的影響。
  19. The elements in this domain provide styled presentation instead of semantic or structural markup

    該域內的元素提供添加了樣式化的顯示而不是語義或結構化的標記。
  20. If we want to monitor the damage of the span lattice roof structure, the wind - induced responses and identification of parameters become the important problems first of all, which also the key technique of the damage monitoring of the structure. the method of time domain parameter identification is superior to the method in frequency domain : the structural response is only needed to identify the parameters of the structure

    時域參數識別方法具有頻域方法無可比擬的優點，僅僅需要結構的響應信息，便可實現結構的參數識別，尤其對于大跨空間網格結構，人為激勵往往有很多的弊端，因此，積極發展有效的時域參數識別方法，還是很有現實意義的。
分享友人
分享到 Line

分享到臉書