bearing capability 中文意思是什麼

bearing capability 解釋
承受能力
  • bearing : n 1 忍耐，忍受。2 態度，舉止，風采，姿態。3 關系，影響，方面，聯系 （on; upon）; 意義。4 〈常 pl ...
  • capability : n. 1. 能力，才能，本領。2. 性能；容量；功率，生產率。3. 〈pl. 〉潛在能力。
  1. Due to exceedingly flat arched vault of the flat tunnel with outsized span and renewed stress allocation in surrounding rock after excavation, which would inevitably induce some excessively large load on the base of arch, therefore, larger load - bearing capability in the is " foundation is a must. on the other hand, smooth face explosion must be applied to excavation of the arch base to further ensure the integrity and continuity of country rock around tunnel

    特大跨超淺埋隧道拱部結構過于扁平，開挖后發生二次應力分佈，拱腳處的應力過大，要求有較大的地基承載力，拱腳開挖時必須採用光面爆破，保證圍巖的完整性和不受擾動，開挖后及時封閉，防止該處積水軟化圍巖。
  2. Based on re - classification of abbott - firestone curve into three zones, surface bearing index, core fluid retention index and valley fluid retention index were introduced to evaluate the bearing capability and lubricant retention property of a machined surface. the changing tendency of these three indexes was also made clear through experiments, and the relations between them and fractal parameters were built up. at last, it was found that the coefficient c is also suitable to evaluate the bearing capability and fluid retention property of a machined surface

    本文在重新劃分abbott - firestone曲線的基礎上引入了表面承載指數、核心區液體滯留指數和谷底液體滯留指數三個指標分別評價表面承載性能和儲油性能，同時通過試驗找到了這三個評價指數的變化規律，最後建立了它們和分形參數之間的關系，並發現尺度系數同樣可以用來評價表面的承載性能和儲油性能。
  3. Finally, the three kind of calculating formula about ultimate bearing capability under the sticking gfrp to reinforce concrete pole will be brought forward according to experiments " result, which is valid can be used in many other practical reinforce projects effectively

    最後提出gfrp組合rc柱設計承載能力的三種不同計算公式即箍筋比擬法、綜合系數法、近似平衡法，以便能有效地應用到實際加固工程中去。通過本試驗中的試驗數據證明，這三種方法都是有效的。
  4. Based on the above work, the calculation formulae of nominal slamming pressure and the bearing capability of the bottom plates in the rules are modified, and the safety coefficients are evaluated referring to the target reliability specification, then the more reasonable formula of assessing the slamming strength of bottom of the bow is given

    在上述工作的基礎上，對我國建造規范中原有的砰擊壓力名義值和底板承載能力名義值的計算公式進行了修正，並參照選定的目標可靠性指標求出了安全系數，給出了更為科學合理的船首底部砰擊強度定值評定公式。
  5. In the process of building and using the mass concrete structures, because of the effect of out - side condition and themselves, some faults will form in the structure, these faults will effect the bearing capability and endurance using nondestructive testing method to test the concrete ' s quality and diagnose its healthy, which has the significant sense in assessing the safety stability and research of the administering diseases this dissertation mostly researched the testing methods in the mass concrete structure, discussed the principles, methods, features, sphere of application of the ultrasonic testing in the mass concrete structure with faults, used dynamic fem to simulate the testing process, discussed when the concrete structure with cracks is under the effect of the pulse, how the elastic waves propagate and what are their changing feature, researched the principles of the first - arriving waves " phase when the cracks " depths are not same, obtained the relation between the inversion point and the cracks " depth, which has the direction sense in the application of projects, the second part of this dissertation is ct, which used the ultrasonic wave running through the tested - substance to get arriving - time of the ultrasonic wave, then inverse the image this dissertation drawed one ct program which can well present the different little cells " ultrasonic wave velocity profiles of the substance, thereby to diagnose the quality of the part of the tested - substance, ct has the better using foreground.

    在混凝土結構的施工及使用過程中，由於受其自身及外界各種因素的影響，常常會產生一些缺陷，對結構物的承載能力和耐久性造成嚴重影響，採用無損檢測技術進行質量檢測和健康診斷，這對混凝土結構開展安全、穩定性評估以及病害隱患治理研究具有重要意義。本論文主要針對大體積混凝土結構缺陷的檢測方法展開研究工作，重點討論了超聲波法檢測混凝土結構裂縫的基本原理和方法及其特點、適用范圍，運用動力有限元數值模擬其檢測過程，探討了有裂縫缺陷的混凝土結構在脈沖荷載作用下彈性波的傳播及其變化特徵，研究了不同裂縫深度下首波相位變化規律，得出了反轉臨界點與裂縫深度之間的關系，這對實際工程應用具有指導意義。聲波ct是一種新的無損檢測技術，它是利用聲波穿透被檢測體獲取聲波接收時間，來進行計算機反演成像的技術。
  6. The hydraulic fracturing technology has been developed into a reliable and practical method to determine the in - situ stress slate of underground caverns, self - bearing capability of wall rock of high - pressure cavern and the high - pressure hydraulic permeability of rock mass, which has been widely used in the disposal of nuclear waste, the long and deeply - buried communication tunnels and the high - pressure caverns of hydraulic power plant

    摘要水壓致裂技術現已發展成為確定地下洞室二維原地應力狀態、高壓洞室圍巖的自身承載能力以及巖體高壓透水性的可靠實用方法，並已經在核廢料處置、長大深埋交通隧道以及水電站高壓力洞室工程中得到廣泛應用。
  7. Secondly, by low - cycle and reverse horizontal loading test, their properties including strength property, deformation property and energy property are studied. we study the loading characteristic values ; the property of hysteretic curve and skeleton - frame curves ; the ductility property and stiffness degradation. at last we analyze the destroy principle and affection reasons of hollow shear wall of r. c with vertical seams in different height and loading measures, we also give the bearing capability calculation formulas and design advises for new type hollow shear wall of r. c

    首先運用ansys有限元程序分析彈性階段水平外荷載施加后，帶豎縫鋼筋砼空心剪力墻板內應力分佈及變形情況，再在試驗數據的基礎上，研究低周反復水平加載條件下，各試件的強度、變形、能量特性；各試件的荷載特徵值；各試件的滯回曲線、骨架曲線；延性及剛度退化等參數；最後，分析了不同剪跨比和加載條件的帶豎縫鋼筋砼空心剪力墻板的破壞機理和承載力影響因素，並給出不同剪跨比和加載條件的帶豎縫鋼筋砼空心剪力墻板承載力計算公式及設計建議。
  8. This task is involved in experiment research & analysis over gfrp wrap rc pole in order to improve its axial compress bearing capability

    本課題是就玻璃纖維增強復合材料（ gfrp ）提高柱子軸心受壓性能的試驗研究和分析。
  9. It is demonstrated by geologic survey data that the bearing capability and deformation of natural foundation are out of the scope of the required values, which means the natural foundation has to be treated

    地質勘測資料表明天然地基不能滿足油罐設計的承載力與變形要求，必須進行處理。本論文選題密切結合這項大型工程建設項目。
  10. It is observed that the numerical results corporate well with the data monitored, and the bearing capability and settlement of foundation consolidated gets to the required values

    論文理論計算結果與觀測資料基本吻合，地基處理后達到了要求的承載力與變形指標。
  11. When the pole ' s axial compress ratio is 0. 8, the load - bearing capability ' s discount coefficient is 0. 7, when the pole ' s axial compress ratio is 1. 1 ; the load - bearing capability ' s discount coefficient is 0. besides, gfrp can reform the poles " distribute of concrete cracks, increase the poles " ductility

    在軸壓比為0 . 8的時候，由於rc柱和gfrp之間存在的應力差，導致其極限承載能力的提高幅度下降至原來的70 ，在軸壓比為1 . 1的時候，其極限承載能力可以看作是沒有提高。
  12. Analysis of the population bearing capability of the ecosystem function protection zone in western daqing

    大慶市西部生態功能保護區土地資源人口承載力分析
  13. Prediction of surrounding rock bearing capability underground roadway

    井下巷道圍巖承載能力可能性的預測
  14. Finite element method ( fem ) was employed to numerically analyze the load - bearing capability and failure mode of corroded rc beam

    採用有限元方法分析了銹蝕鋼筋混凝土梁承載能力和破壞類型的變化規律。
  15. For this reason, fractal analysis was used to study the wear resistance, bearing capability and lubricant retention property of machined surfaces in this paper

    在此背景下，本文利用分形數學的研究方法針對表面耐磨性能、承載性能和儲油性能進行了探索性研究。
  16. Finite element software will be used to analyze the influence of pole ' s section ' s size, shape and concrete ' s strength rank under the sticking gfrp over the pole ' s ultimate bearing capability

    採用有限元分析軟體定性地估計rc柱子的截面尺寸、形狀以及混凝土強度等級對gfrp加固效果的影響。
  17. Third, the paper is introduced and analyzed the calculation methods of bearing capability on reinforced foundation, then puts forward the calculation methods of bearing capability reinforced foundation. then this method is verified by projects

    再次，介紹並分析國內外加筋地基承載力的計算方法，提出兩種常用基礎形式下加筋地基承載力的實用計算公式，並通過工程實例加以檢驗。
  18. Furtherly bearing capability of the beams is easy to calculate. results obtained from this method is compared with results from regulations for prestress concrete structure without bond and other methods suggested in other documentations

    將採用此方法的計算結果與按照《無粘結預應力混凝土結構技術規程》中的公式及其它文獻建議的方法進行了對比，表明本文推導的方法具有簡單適用且誤差小的特點。
  19. The numerical simulation indicate that it promote permafrost growth and accelerate the course of recover frozen greatly after fluting via natural convection dropping temperature effect, the top line of permafrost rises greatly, consequently enhance pile bearing capability and so do the capability for resisting frost heaving and thaw settlement

    數值模擬分析的結果表明，樁身刻槽后，利用多孔介質自然對流降溫效應，促進了凍土的發育，使樁的回凍時間大為縮短；凍土上限大幅度抬升，從而使得樁的承載力提高，抗凍脹融沉性能提高。
  20. Deformations, curvatures, strains of the beams and the stress increments of unbonded prestressed tendons were measured and the crack distribution and failure models were observed. the bearing capability and ductility of unbonded partially prestressed concrete beams were deeply analyzed

    在試驗中，量測了梁的變形、曲率、應變、無粘結筋的應力增量等關鍵數據，觀察了梁的裂縫分佈、破壞形態，並對無粘結部分預應力混凝土梁的承載能力、延性等基本力學性能進行了較為深入的分析。
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