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forcing condition造句

"forcing condition"是什么意思   

例句與造句

  1. 2 . the load transverse distribution coefficient is homogeneous, which shows the whole forced condition is good
    2、荷載橫向分布系數(shù)較均勻,表明橋梁整體受力性能較好。
  2. because it is difficult to find the center section and the force condition of four upright pillars is different, this method causes error sometimes
    應(yīng)力測量法,由于中性面難以確定及四個立柱受力不均等因素,有時引起較大誤差。
  3. in sap84, established the model for the tower body of the construction hoists, through simulating the different work conditions to load and calculate, obtain the distortion and force condition of the tower body
    在sap84中,建立施工升降機(jī)塔身模型,通過在各種工況下的加載、計算、分析,得出塔身的變形及應(yīng)力情況。
  4. under such an impact, the properties of the soil ecosystem characterized by nonlinear responses to forced conditions may show a tendency of catastrophe and trigger a more serious environmental risk
    在長期保持高強(qiáng)度利用和過量農(nóng)用化學(xué)品投入的情況下,以非線性響應(yīng)為特征的土壤生態(tài)系統(tǒng)特性有可能出現(xiàn)突變狀態(tài),并引起更大的環(huán)境風(fēng)險。
  5. imitate to the launch environment, carry through 15g overloading acceleration analysis to the modal, get the maximum deform and stress of mirror tube structure on static force condition, validate the stiffness and the strength of the structure
    模擬發(fā)射環(huán)境,對模型進(jìn)行了15g過載分析,得出了靜力作用下結(jié)構(gòu)中的最大變形和最大應(yīng)力,驗證了系統(tǒng)的剛度和強(qiáng)度。
  6. It's difficult to find forcing condition in a sentence. 用forcing condition造句挺難的
  7. others that related the ancient times climatic change, for instance ancient-river hydrodynamic force condition and so on, also are the important contents that we understand the ancient times environmental variation rule
    其他與古代氣候變化相關(guān)的變化,比如古土壤中稀土元素和微量元素的含量,古河流的水動力狀況等,也都是我們了解古代環(huán)境變化規(guī)律的重要內(nèi)容。
  8. the ann model has superiority that other pure mathematical models do not have because it may not only think every factors of effecting specify the bearing capacity but also objectively simulate the practical forces conditions of pile
    由于這種模型可以考慮任何影響單樁極限承載力的因素,可以客觀模擬樁的實際受力狀況,因而具有其他純數(shù)學(xué)模型不可擁有的優(yōu)越性。
  9. against with the tower body which is main structure of construction hoist ’ is made of many bar, adopting the finite element analysis software sap84 to analyze the distortion and force condition of the tower body when the construction hoists works
    針對由眾多桿件組成的施工升降機(jī)的主體結(jié)構(gòu)塔身,采用有限元分析軟件sap84對其在工作過程中的變形及應(yīng)力情況進(jìn)行了分析。
  10. based on the movement laws of cabin, and considering the force condition in cables, a 8-cable suspension feed system, which can completely remove the no solution surfaces in 6-cable system, is presented and designed by means of adding 2 down-ward cables
    針對六懸索系統(tǒng)工作空間中存在的六個無解面,在綜合考慮饋源艙運(yùn)行規(guī)律及懸索受力特點(diǎn)的基礎(chǔ)上,通過增加兩根向下拉的冗余懸索,提出并設(shè)計了八懸索饋源系統(tǒng)。
  11. with the rapid development of the state highway construction, it becomes more and more important for the study of stability of peripheral surrounding rock and its forced condition of the structure during construction of railway or highway tunnels, especially of those long or extra-long tunnels
    隨著我國高速公路建設(shè)的高速發(fā)展,鐵路、公路隧道,特別是長大和特長隧道施工過程中洞室周邊圍巖的穩(wěn)定性與結(jié)構(gòu)受力狀態(tài)的研究日益顯得重要。
  12. dynamic and static tests are needed in order that the construction characteristics and forced conditions must qualify for the requirement of designing standard and safe run, at the same time, the test can give a reference of the bridge designing
    檢驗橋梁結(jié)構(gòu)特性及其工作狀態(tài)是否符合設(shè)計標(biāo)準(zhǔn)和使用要求,以保證橋梁今后的安全運(yùn)營,需要對已建成橋梁進(jìn)行動靜載荷載試驗。通過動靜載荷載試驗為橋梁結(jié)構(gòu)設(shè)計提供參考依據(jù),是橋梁建設(shè)中必不可少的一個重要環(huán)節(jié)。
  13. first, the concept of physical model of the solution space, jacobian and force condition are presented . the isotropy indices of 3-axis f / t sensor of the platform structure and discoupling structure are studied, and the law of the indices following the changing of structure parameters is summarized
    首先介紹了空間模型理論與雅可比矩陣及條件數(shù)的概念,分析了三維力傳感器在平臺式結(jié)構(gòu)和解耦結(jié)構(gòu)情況下的力各項同性性能,總結(jié)了兩種情況下的力各向同性性能隨參數(shù)的變化規(guī)律。
  14. the optimum design of the beat back-impact crusher is proposed, which aims at the highest efficiency of the machine work . the optimum designed mathematics model of the main structural dimension of the crusher ( m,, xc, s, w 2 > ir ) is built with restraining conditions such as force condition, energy condition, hammer steady condition, no moving interference, strength of spin axle and bearing condition, upper limit and lower limit of the design variant condition etc . finally, an example is give to illustrate the efficiently of the method proposed
    在綜合考慮影響破碎機(jī)效率的各因素的情況下,提出了滿足以力,能量,錘頭穩(wěn)定性,幾何條件,不發(fā)生運(yùn)動干涉,轉(zhuǎn)子軸和滾動軸承的強(qiáng)度等約束條件,建立了包含破碎機(jī)關(guān)鍵參數(shù)(錘頭質(zhì)量m,軸心o到銷軸錘頭接觸距離r',四川大學(xué)碩士學(xué)位論文錘頭質(zhì)心到銷軸與錘頭接觸點(diǎn)的距離拙,錘頭與巖石碰撞到銷軸與錘頭接觸點(diǎn)的距離s,轉(zhuǎn)子的速度。
  15. in this paper, i have analyzed the distortion of continuous rigid frame bridge at the condition of temperature uniform change by displacement method and finite element method computer aided design program-sap91 . it included : the distortion and inner force condition at the bottom of single pier when it is consolidated, the distortion and inner force condition of thin double piers-rigid frame bridge; the distortion and inner force condition of thin double piers-rigid frame bridge when the consolidation is elastic consolidation and confinement adopted different rigidity factor; and the inner force condition of thin double piers-rigid frame bridge when the distance of piers is different
    本文利用位移法和結(jié)構(gòu)有限元電算程序sap91,對連續(xù)剛構(gòu)體系橋梁在受到均勻溫變情況下:墩底固接單柱墩、雙薄壁墩連續(xù)剛構(gòu)橋;墩底彈性固接時的雙薄壁墩連續(xù)剛構(gòu)橋采用不同轉(zhuǎn)動約束剛度系數(shù)情況;以及雙薄壁墩墩間距不同的連續(xù)剛構(gòu)橋梁的受力情況進(jìn)行了分析和比較。
  16. in this paper, i have analyzed the distortion of continuous rigid frame bridge at the condition of temperature uniform change by displacement method and finite element method computer aided design program-sap91 . it included : the distortion and inner force condition at the bottom of single pier when it is consolidated, the distortion and inner force condition of thin double piers-rigid frame bridge; the distortion and inner force condition of thin double piers-rigid frame bridge when the consolidation is elastic consolidation and confinement adopted different rigidity factor; and the inner force condition of thin double piers-rigid frame bridge when the distance of piers is different
    本文利用位移法和結(jié)構(gòu)有限元電算程序sap91,對連續(xù)剛構(gòu)體系橋梁在受到均勻溫變情況下:墩底固接單柱墩、雙薄壁墩連續(xù)剛構(gòu)橋;墩底彈性固接時的雙薄壁墩連續(xù)剛構(gòu)橋采用不同轉(zhuǎn)動約束剛度系數(shù)情況;以及雙薄壁墩墩間距不同的連續(xù)剛構(gòu)橋梁的受力情況進(jìn)行了分析和比較。
  17. 更多例句:  下一頁

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