結構反應 的英文怎麼說

中文拼音 [jiēgòufǎnyīng]
結構反應 英文
structural response
  • 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...
  • 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...
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  1. Effect of the nonlinear property of the subgrade on the determination of the moduli of the subgrade, the semi - rigid subbase and semi - rigid basecourse was explored

    文中分析了路基土非線性性狀對路基土模量測定和對半剛性基層、底基層模量反算的影響程度和其結構響應狀況。
  2. In order to study how the floor stiffnesses influence on the mega steel - frame structures, the results of mode 1 and mode 4 of example 1, and those of mode 2 and mode 3 of three examples are compared. some conclusions are obtained as follows : compared with beams and columns of the common steel - frame structures, the cross - sectional dimension of mega beams and mega columns in the main - frames of mega steel - frame structures are very large. because the mega structure system has great lateral stiffness and entirety work behavior, whether or not considering the floor stiffness has less influence on the entirety responses of the mega steel - frame structures and on the displacement and internal forces of columns of the mainframe, but larger influence on the response of columns of hypo - frame

    通過對算例1方案1和方案4及算例1 - 3方案2和方案3結構周期、位移和內力反應的比較，研究了樓板剛度對巨型鋼框架結構反應的影響，得到如下結論：與普通鋼框架的梁、柱相比，巨型鋼框架中主框架的巨型梁、巨型柱截面尺寸要大得多，並且由它們組成的這種超常規的大型結構具有巨大的抗側剛度和整體工作性能，因此，在地震作用下，考慮樓板剛度與否對巨型鋼框架結構整體反應影響不大，對主框架柱位移和內力反應影響也不大，但對次框架位移和內力反應的影響相對較大。
  3. By structural analysis and calculation for original highway structure without permeable layer, the critical modulus of base have been obtained which makes asphalt pavement fill different allowable stress criterion. by structural analysis and calculation for different highway structure with permeable layer, critical modulus of permeable base course are obtained to make asphalt pavement fill different allowable stress criterion. the paper also presents the tendency of structure response of different highway structure with drainable layers mainly depends on the thickness of asphalt pavement, the thickness and the critical modulus of permeable base

    對于不設排水層的原路面結構，通過結構計算得出對應于不同的瀝青面層容許應力值時所需的基層臨界模量值；對于加設排水層的路面結構，通過結構計算得出對應于不同的瀝青面層容許應力值時所需的排水基層臨界模量值；加設排水層的路面結構的結構反應的變化趨勢主要取決于瀝青面層厚度、排水基層厚度和排水基層臨界模量值。
  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. The salinity distribution characteristics are the high - salinity in the bohai bay and the low - salinity in the boahi strait. the density distribution shows that there is a large cyclonic density circulation in bohai sea and it is likely to exist some density current gyre in the middle part of the bohai sea. in winter the saddle - like pattern of the bohai sea temperature and salinity shows that the circulation structure is much complexer than the previous research results

    密度分佈表明：夏季渤海灣口已經由以前的低密度中心變為現在的高密度中心，相應的環流結構也必會發生大的變化；夏季渤海中部會存在一個反氣旋式的密度環流，並在局部可能存在多個密度流渦環；冬季渤海「馬鞍狀」溫鹽結構反映其密度環流結構要比以往研究結果復雜得多。
  6. Backstepping control of induction motor drive, proceedings of the international conference on sensing, computing and automation, wang jia - jun ， ma guo - jin, wang jian - zhong ， 2006. 5

    感應電動機系統的變結構反推控制研究，中國電機工程學報，王家軍，王建中，馬國進， 2007年2月。
  7. So it is reasonable that mode 1 substituting for mode 4 is compared with mode 3 to study the influence on response, and seismic behavior of the mega steel structures from the hypo - frame

    由此可見，我們有理由採用計算方案1代替方案4與方案3比較來研究次框架對巨型鋼框架結構反應和抗震性能的影響。
  8. The edd can decrease the seismic response of buildings by increasing the damping and dissipating the vibration energy of structure

    耗能阻尼器是通過增加結構阻尼，耗散結構的振動能量來達到減小結構反應目的的。
  9. A study on structure adaptability of solvent and organic reaction mechanism

    有機反應機理與溶劑的結構適應性
  10. Fire safety engineering - structural response and fire spread beyond the enclosure of origin

    防火安全工程.超出起始范圍的火焰蔓延和結構反應
  11. At the same time, an original probability density evolution method, which is capable of evaluating the instantaneous probability density functions of stochastic responses of general multi - degree - of - freedom nonlinear structures, has been developed in recent years

    同時，介紹了最新發展的概率密度演化方法，這一方法在非線性結構系統分析中具有獨特性，可獲得非線性結構反應的概率密度分佈及其隨時間的變化過程。
  12. Secondly, the structural response of pavement suffering reflective cracking is deeply analyzed in terms of traffic load and thermal load

    其次，對含反射裂縫路面在交通荷載及溫度荷載作用下的結構反應進行了深入分析。
  13. Ipn s structure, the reaction mechanism, thermal decomposition kinetics, the damping properties and the morphology of pdms / pma ipn were investigated by a series of modern testing technology

    通過多種現代測試手段研究了ipn結構、反應機理、熱分解動力學、阻尼性能和微觀形態。
  14. Based on available research results and simulation cases, applications and progresses of computer simulation technology in seismic design of structures, seismic assessment of existing structures, analysis of structural responses under extreme external actions and seismic planning or assessment of big area system in a city are introduced

    摘要結合已有的研究成果和應用實例，介紹了計算機模擬技術在結構抗震設計、既有結構抗震性能評估、極端外部作用下結構反應分析、區域抗震規劃與評估等領域的應用現狀及最新進展。
  15. Considers structure response on rigid foundation and ssdi system, choose the basic factor and establishes membership function of the basic factor

    比較剛性地基下和考慮土-結構相互作用效應的結構反應，為建立影響因素的隸屬函數奠定基礎。
  16. Traditional anti - seismic design method all assumes that the ground is rigid and use the displacement of the free field as input ground motion for structure. when the foundation has a huge rigidity and the superstructure has a small rigidity, the assumption is advisable in the engineering range

    當基礎剛度很大而上部結構剛度很小時，這種假定在工程精度范圍內是合理的，但當建築物剛度與基礎剛度較為接近或相差不大時，這樣的假定對上部結構反應將產生較大的誤差。
  17. Structure intelligent health monitor is a method using spot and non - damage equipment, getting structure internal information and analyzing all kinds characters of structure respo nse, then acquiring the structures change due to damage and degeneration

    結構智能健康監測，就是利用現場的、無損傷的一種監測方式，獲得結構內部信息，分析包括結構反應在內的各種特徵，以便了解結構因損傷或者退化而造成的改變。
  18. On the basis of these, the paper studies profoundly the influence on response, seismic design method and seismic behavior of the mega steel structures from the floor stiffness and hypo - frame

    在此基礎上，深入研究了樓板剛度及次框架對巨型鋼框架結構反應、抗震設計方法及抗震性能的影響。
  19. It has all of the advantages of method of moment and method of weighted residuals such as simple principle, handy calculation, and the effect to structural reaction from randomness of each structural parameter can be gained

    它具有加權殘值法和矩法兩者固有的全部優點，其原理簡單、計算簡便、且能夠獲得隨機結構系統中每一參數的隨機性對結構反應的影響。
  20. This paper introduces some current earthquake intensity indices and presents earthquake intensity indices based on wavelet analysis. to research the effect of the earthquake intensity on the structure response, this paper analyzes elasto - plastic performance of two building structures in 8 defending intensity with the help of canny program and analyzes the relation between the structure response and the earthquake intensity indices

    為了研究地震強度對結構反應的影響，本文使用canny程序對兩個抗震設防等級為8度的建築進行了彈塑性時程分析，並對結構在10條實際地震波和15條人工地震波作用下彈塑性時程分析的結果和輸入地震波的各種控制指標的關系進行了對比分析。
分享友人
分享到 Line

分享到臉書