非結構構件 的英文怎麼說

中文拼音 [fēijiēgòugòujiàn]
非結構構件 英文
non-structural element
  • 非 : Ⅰ名詞1 （錯誤） mistake; wrong; errors 2 （指非洲） short for africa 3 （姓氏） a surname Ⅱ動詞1 ...
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 件 : Ⅰ量詞（用於個體事物） piece; article; item Ⅱ名詞1. （指可以一一計算的事物） 2. （文件） letter; correspondence; paper; document
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  1. The bouc - wen differential equation model is used in modeling the hysteretic characteristics of these components. the pem ( pseudo excitation method ) combined with the elm ( equivalent linearization method ) is used to analyze the non - linear random vibration of such structures

    採用bouc - wen等提出的微分方程模型描述進入非線性構件的滯變特性，運用虛擬激勵法結合等效線性化進行結構非線性隨機振動分析。
  2. So estimation of stress and strain of the old structure is necessary and to estimate accurately the stress and strain of the old structure should be researched furtherly

    由於混凝土應力應變關系的非線性性質及其材性指標的離散性，如何比較準確地估算結構構件的原有應力應變水平是一個尚待進一步研究的問題。
  3. Standard specification for nonstructural steel framing members

    非結構鋼框架構件的標準規范
  4. 4. because there are sub - elements in a member with the introduction of inner joints, when tile spatial stifmess matrix of main joints of a member is made, there are some cases of solving the double nonlinear equations, negative stifmesses, and singular stiffness matrices in process of iterating

    4 、由於引入了內結點，構件存在子單元，在形成主節點的構件空間單元剛度矩陣時，存在雙重非線性方程求解，迭代過程中負剛度和剛度矩陣奇異問題。
  5. Secondly, based on the strong nonlinearity and learning ability of artificial neural networks, a model for calculating load effect of structure during construction is presented

    其次，利用bp神經網路較強的非線性影射能力和學習功能，建立了施工期結構構件的荷載效應人工神經網路計算模型。
  6. Standard practice for extreme value analysis of nonmetallic inclusions in steel and other microstructural features

    鋼和其他微觀結構部件中非金屬夾雜物的最大值分析標準規程
  7. So, decision of nuclear plant emergency is not only an academic topic, but also a serious issue concerned by all country government. the decision of nuclear accident emergency ( dnae ) is a shortest - optimal choice from many countermeasures for protecting benefits of people against disadvantage at least, when a serious accident of nuclear plant have done

    核電站應急決策除具有事件發生、氣象和環境變化的隨機不確定性等特點之外，還涉及政治敏感性，經濟代價、社會公眾反應、生態環境污染等諸多因素，是一個典型的風險型、非結構化、多屬性的系統決策問題。
  8. In order to enhance the earthquake - resistant ability of the construction and offer the reference to designers, they put forward the corresponding technical measures to the nonstructural components

    對建築的非結構構件提出了相應的抗震設防技術措施，以提高其抗震能力。
  9. 4 ) this thesis presents two pc - based streamline visualization methods for large unstructured grids : memory - mapped file method ( mmfm ) and multithread out - of - core method ( mtom ). mmfm constructs streamlines like in - core methods through mapping large data file into virtual ram, and reduces page faults by organizing data in spatial blocks

    4 ）針對大規模非結構網格，提出了兩種基於pc的流線可視化方法：內存映像文件方法（ mmfm ）和多線程out - of - core方法（ mtom ） 。
  10. Fist, the problem of robust stability for the uncertain linear discrete - time systems is studied where the uncertain matrixes are unstructured, highly structured, norm bounded and matrix polytope structured. the relevant conditions that the systems is robust stability are obtained using the characteristic value method, lyapunov function method and linear matrix inequality method. then we give some examples to prove

    分別針對具有非結構不確定性、強結構不確定性、矩陣多胞形結構不確定性和范數有界不確定性等線性離散系統，利用特徵值方法、 lyapunov函數方法和線性矩陣不等式方法等進行討論，給出了相應系統的魯棒穩定性判別條件，並通過算例進行了驗證。
  11. Prefabricated reinforced components of autoclaved aerated concrete - part 3 : design and calculation of non stuctural components

    高壓蒸養加氣混凝土的預制加筋部件.第3部分:非結構部
  12. The uima components bridge from the unstructured data fields in the source data to structured extracted data

    Uima組件從源數據中的非結構化數據欄位中提取出結構化的數據。
  13. Considering the behaviors of unbonded prestressed concrete beams and steel reinforced concrete columns, a kind of nonconforming beam - column element was constructed and the analysis precision was improved. loading and reloading paths were introduced into the constitutive relationship of concrete. it is helpful to the analysis program to trace the full - range mechanical behavior of structures including the descending part and the hysterisis characteristic under cyclic loading

    考慮無粘結預應力混凝土梁、型鋼混凝土柱等結構構件的受力特點，構造非協調樑柱單元，提高了分析精度；混凝土的本構關系中，引入卸載路徑和再加載路徑，使得分析程序可以追蹤包括下降段在內的結構全過程力學行為，以及反復荷載下結構的滯回特性。
  14. On the basis of the damage to nonstructural components and the information of calamity from earthquake, the authors analyse the causes of damage and provide the objective of earthquake - resistance

    摘要針對非結構構件在地震中破壞的現象、震害情況，分析破壞原因，給出了非結構構件的抗震設防目標。
  15. The current cfd soft wares were introduced. secondly, there were the correlative knowledge about the time averaged reynolds equation, the criterion k ? model, the simple method, the technology of unstructured mesh, the terminal condition and the modeling method

    詳細分析與本文研究相關的雷諾時均方程、標準k -模型、 simple計算方法、非結構網格技術、邊界條件以及所用到的幾何建模方法。
  16. ( 2 ) the explicit simulating process for the pulse combustion spray drying process in this project, both the gas - phase equations and particle - phase equations were integrated in the computational cell using up - wild scheme to obtain the finite difference equations. the gas - phase equations are solved using the simpler algorithm and multiple iterations have been made based on a two - way coupling ( legaml algorithm )

    （ 2 ）進行了模型的求解本文詳細論述了該類數學模型的具體求解過程，包括模擬區域的確定和非結構化網格的劃分、邊界條件的選擇、微分方程的控制容積離散方法、代數方程組的simpler解法以及兩相流方程的legami演算法。
  17. Both accurate initial and boundary conditions is assured with a suitable residual gas fraction mode and unstructed dynamic calculation mesh guarantee good agreement between modeling and experimental results. 3

    在計算中還採用新穎的殘余廢氣模型確定初始條件和先進的非結構化網格劃分工具，以保證計算的精確度。
  18. According to the basic idea of the performance, the authors give the requirements of non - structural components design

    基於建築物性能的基本思想，給出了非結構構件的性能設計要求；討論了非結構構件和附屬設備的抗震設計計算原則。
  19. Aiming at different performance objectives, architects can now design in a way that the expected performance of a building can be achieved

    目的是為了幫助設計者安全有效地進行非結構構件的抗震設計，設計者可以根據非結構構件的量化性能目標，對不同的設計要求決定相應的性能目標。
  20. The seismic security of the nonstructural elements is closely linked with the safety of the indicates that the one economic people ' s lives and properties. a lot of earthquake damage loss caused by the nonstructural elements damage is farmore than thecaused by the structural elements damage in the middling earthquake. moreover, the nonstructural elements damage probably arouses the people ' s casualty. so the people more and more regard the seismic security of the nonstructural elements

    非結構構件的地震安全性與人民的生命和財產的安全息息相關，世界各地的大量震害表明，在中等強度地震作用下，由於非結構構件破壞造成的經濟損失可能遠遠大於由於結構破壞而造成的經濟損失，此外，非結構的破壞也可能引起人員傷亡，因此，非結構構件的地震安全性越來越多的引起人們的重視。
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