final stress 中文意思是什麼
final stress
解釋
最終應力-
First by estimative calculation the final boundary condition can be gained, then the accurate result of three - dimension temperature field and stress can be gotten through placing accurate boundary condition
得到了三維溫度場和應力場數據結果。在計算過程中採用了根據實測值反算的思路，使計算得到的溫度場有可靠的實驗依據。 -
Three main error sources are the variation of intensities, the orientation errors associated with the configurations of the polariscope and the initial stress existing in the model. a quantitative method is presented to analyze and estimate the influence of different error sources on the final isoclinic results calculated by fcpst or the other pst
本文提出它們影響五步彩色相移法的定量誤差分析方法；提出控制各誤差的具體指標；給出了避免或降低這些誤差源影響的措施，為合理設計製造儀器、指導實驗和保證實驗結果的精度提供了依據。 -
In this method the stress resultants of concrete in the cross section are evaluated by accurate integrating method and the resultants of structural steel and reinforcing bars are obtained using the fiber element method. the final nonlinear algebraic equations are solved using an iterative quasi - newton procedure based on the regula - falsi numerical scheme
應用該計算機方法，截面上的混凝土內力採用精確的積分方法求得，結構鋼與鋼筋的內力則由纖維元方法計算，而最終的非線性代數方程組由分離變量的擬newton - raphson迭代方法求解。 -
From some phenomenon of nature or engineering, we can know that the process of stress diffusion, transfer and concentration is a bridge between the initial state and final state of soil. and if character of soil is different, so do the approach and result of stress diffusion, transfer and concentration
由自然界及工程中存在的一些現象可知，巖土由加荷到出現最終結果的過程中，應力分佈、傳遞、集聚的過程是一個中間橋梁，土介質的特徵不同，其應力分佈、傳遞、集聚的途徑及展示的結果亦不同。 -
The investigation in the field was combined with research indoors. by classifying tectonic sequence, confirming corresponding prototype basin, analyzing paleo - tectonic stress fields in different periods, plotting correlative tectonic map based on 297 explore wells, and analyzing the traits of the remaining depressions producing hydrocarbon and their migration rules in the ordovician, the author studied the basement of the basin ; the fault system of the basin ; the tectonic - sedimentary evolution of the basin and its circumference areas ; the prototype basin and corresponding dynamics background ; the paleo - tectonic patte rn and its evolution in the layers of producing gas in different periods of ordovician ; the superposition relationship among the different period basins formed by different stress fields ; the reformation of the basin and the formation, redistribution and final emplacement of the gas pools
採用野外地質調查與室內綜合研究相結合，通過構造層序的劃分及其相應盆地原型的確定、不同期次古構造應力場的分析、以297口探井數據為基礎的相關構造圖件的編制、奧陶系殘餘生烴坳陷及其遷移規律研究等的綜合分析，開展了盆地基底以及盆地斷裂系統、盆地及鄰區構造與沉積演化、盆地原型及其形成的動力學背景、奧陶系產氣層不同時期的古構造格局及其演化、不同期次構造應力場形成的不同世代盆地之間的疊置關系以及盆地改造與天然氣藏的形成、重新分配和最終就位諸方面的研究。 -
The final step of diplomatic research is to write a report which should be short, terse and pithy and well - grounded and it lays stress on logical thinking1 using concise language to express rich content clearly, and fast writing
外交調研的最後一環是撰寫報告，成文應講究短小精悍、邏輯思維、言之有據、表達清晰、鮮明突出、用詞精煉、行文迅速。 -
These two writing assignments constitute the take - home midterm and final exams. papers will stress integration, critical thinking, and organization and clarity of writing
這兩篇寫作作業由課后完成的期中和期末考試組成。論文將強調綜合一體、批判思維、寫作的條理性和清晰性。 -
Whether civil protest supervision should undermine the power of final adjudication ; in the second section, the author clarifies the supervisory objects of civil protest supervision : several current drawbacks which civil protest system emphasize the substantive while neglect the procedure are cited, such as contradiction to the function of the procuratorate as legal supervision agency, entangling in the litigation dilemma because of stress on the substantive respects of cases, and mixing up legal supervision power and juridiction
在下篇中，筆者闡述了民事抗訴制度的監督對象。 （一）列舉了當前民事抗訴工作中所存在的重實體輕程序的現象所產生的弊端，主要是:有悖于檢察機關作為法律監督機關的職能;偏執于案件的實體問題會使檢察機關陷入訴訟悖論之中而難以解脫;混淆了法律監督權與審判權的關系。 -
When the theory of temperature in solids 、 the equivalent tension - relaxation curve of final temperature, and the equivalent shear - relaxation curve is known, then the non - stationary stress is calculated
在非定常熱應力計算時只要確定物體內部各點的溫度歷史，及其終態溫度等效拉伸鬆弛曲線、等效剪切鬆弛曲線，便可計算出物體內各點的瞬態熱應力。 -
According to test results of two specimens of local transfer rc joint from inclined column to beeline - shaped wall under vertical static loads and results of corresponding finite element analysis ( ansys ), fundamental behaviors of the joint are achieved, which include paths of vertical load transfer before and after cracking, stress distributions, occurrence and development of cracks and final failure mode of the joint
本文通過兩個鋼筋混凝土斜柱?一字形薄壁柱局部轉換節點在豎向荷載作用下的靜力試驗以及有限元分析，獲得了該節點的基本性能，其中包括開裂前後的豎向荷載的傳遞路徑、試件應力分佈，裂縫的發生、發展，及試件最後的破壞形態等。 -
Evaluating the final stress test
評價最終壓力測試 -
This paper introduces the limit - destruction theory to study and analyze the function - mechanism of sand cushion in the collective function of the piles and the earth, and then brings forward the regulating - equation of the stress ratio between the up - pile - soil and the top of pile concerning the sand cushion. its final calculating result basically tallies with the practical function conditions. this provides an alternative approach to the study of sand cushion
4在復合地基樁、土共同作用中，墊層的作用和機理，本文引入極限破壞理論對砂墊層作用機理進行分析研究，提出砂墊層的樁頂樁土應力比協調方程，其計算結果與實際作用情況較吻合，為砂墊層研究提供了一種思路。 -
According to the pseudo static tests on two specimens of transfer floor from inclined column to framed short - leg shear wall, which are subjected to the vertical loads and the horizontal cyclic loads, in this paper the stress distributions, final failure model of the specimens, paths of the load transfer and the mechanical behaviors of the transfer beam are studied in detail, the ductility and energy dissipation of the specimens are also specially studied
摘要通過對兩榀框支短肢剪力墻斜柱轉換結構在豎向荷載及水平低周反復荷載共同作用下的擬靜力試驗，分析了試件的應力分佈狀態、破壞形態、荷載傳遞規律以及轉換梁的受力性能和試件的抗震性能。 -
In dcs, configuration is used to accomplish the on - line calculation of main stress of the orifice of the drum ' s central downcomer. in mis, the client / server structure based on the database is adopted. the program in server pretreats the data from dcs and sends them to the database, while the programs in client accomplished the final treatment and displays the result
在dcs側，通過組態的方法，在不增加新測點的前提下實現了汽包集中下降管管孔處主應力的在線計算；在mis側，採用基於數據庫的客戶機/服務器結構，服務器端程序對從dcs系統來的數據進行初步的處理並存儲在oracle數據庫中，客戶機端程序完成數據的最終處理及結果的顯示 -
The four steps to this combination test method are : test selection, system resource utilization evaluation, kernel code coverage analysis, and final stress test evaluation
這一組合測試方法的四個步驟是：測試選擇、系統資源利用率評價、內核代碼覆蓋分析以及最終的壓力測試評價。 -
Then, combined with the mechanism of vacuum preloading and based on the layer method, settlement calculation of vacuum preloading was analyzed. the study shows that the vacuum degree under membrane equivalent load method does not accord with the mechanism of vacuum preloading. based on the layer method, vacuum degree difference method and effective stress method are presented. the results show that the final settlement calculated by the vacuum degree difference method is more close to the observation results
然後，結合真空預壓的機理，基於分層總和法的思想，對真空預壓沉降計算方法進行研究：指出用現有的膜下真空度等效荷載法進行沉降計算不符合真空預壓機理；提出了符合真空預壓機理的真空度差值法與有效應力法，前者所推算的最終沉降量較接近實測推算結果，後者與實際結果存在一定差距。 -
Geologic background factors play an important controlling role in geneses of the zone with different characteristics in stress field, distribution of sedimentary facies or source condition, etc., all these, more or less, influence or control the final geneses of such a zone
論述了地質背景因素對低電阻率油氣層的形成具有重要的控製作用，在盆地的演化過程中應力機制、沉積相展布及物源等方面表現出的不同性，都或多或少地影響或控制了低電阻率油層的最終成因。 -
In this paper, systematic numerical test have been carried out to study the stability of surrounding rock mass with different distribution of weak interbed, different distance between weak interbed and limit of excavation, different thickness of weak interbed, in the different confining coefficient and representational surrounding rock mass graded ii, iii, iv. all of the numerical modeling is plain - strain type with elastic - plastic constitutive law and mohor - coulomb failure criterion, through the integrated numerical analysis program final. plentiful numerical test results have been drawn via analyse the deformation, tensile stress region, plastic region of surrounding rock and the stress status of shot - crete
大量的工程實踐表明，軟弱夾層對地下洞室圍巖穩定性的影響有著決定性的作用，本文以大型數值模擬分析系統final為平臺，採用彈塑性應力應變關系和m - c屈服準則建立平面應變問題有限元模型，對軟弱夾層的分佈部位、分佈距離、軟弱夾層的厚度對圍巖穩定性的影響以及在具有不同側壓力系數的地應力場中和、 、類代表性圍巖中軟弱夾層對圍巖穩定性的影響進行了系統的數值試驗，研究得出了軟弱夾層對圍巖位移、拉應力區、塑性區以及噴射混凝土層內力等影響豐富的量化成果，以便直接為工程設計人員提供參考。 -
Do i have to play in the final stress test if i want to play the open beta
如果我要玩公測，我是否一定要參加壓力測試（這幾天正在進行） -
I don ' t want to sign up for the final stress test. can i sign up for the open beta now instead
如果我要玩公測，我是否一定要參加壓力測試（這幾天正在進行）
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