load function造句
例句與造句
- To create the loading functions you need
來創(chuàng)建需要的加載函數(shù)即可。 - As each function is called , its entry in the plt is simplified into a direct jump to the loaded function
當(dāng)每個函數(shù)被調(diào)用時，它的plt中的條目就會被簡化為一個到那個已加載函數(shù)的直接跳轉(zhuǎn)。 - On the basis of these analyses , the feasibility of analog loading scheme is demonstrated in theory and the technical route is given according to the requirement of loading function of the test unit
在此基礎(chǔ)上，根據(jù)被試件加載功能的要求，從理論上對模擬加載進(jìn)行了可行性論證，提出了實現(xiàn)模擬加載功能的技術(shù)路線。 - Aimed at the defects existing in the current tester , the reconstructive scheme of analog loading is proposed in this paper . computer control technology is used to realize the requirement of analog loading functions
針對現(xiàn)有試驗臺存在的一些不足之處，本文提出了模擬加載技術(shù)的改造方案，利用計算機(jī)控制技術(shù)實現(xiàn)了模擬加載功能的要求。 - Compares with the single row circular cone roller bearings , has may withstand the big radial direction load primarily radial direction load , mainly uses in withstanding the radial direction load primarily diameter , the axial union load function
與單列圓錐滾子軸承相比，具有可承受較大徑向載荷為主的徑向負(fù)荷，主要用于承受徑向負(fù)荷為主的徑、軸向聯(lián)合負(fù)荷作用。 - It's difficult to find load function in a sentence. 用load function造句挺難的
- Finally the wind - induced dynamic responses of suspension cables are discussed and a typical numerical example is presented . in this dynamic analysis the fluctuating wind - load function modeled from a certain wind speed spectrum is taken as the dynamic loading
最后進(jìn)行了懸索的風(fēng)振響應(yīng)分析，采用了由脈動風(fēng)速譜模擬得到的脈動風(fēng)荷載，并對一典型懸索在不同脈動風(fēng)譜下的振動響應(yīng)進(jìn)行了實例計算。 - In this paper , the calculating model for coupling function of water movement and heat conduction in subgrade is established based on the theory of continuum mechanics and the thermodynamics . the load function ’ s influence to frost heave is qualitative consideration in the model . the relationship of moisture content and temperature change with time and depth is calculated by use of matlab
本論文基于連續(xù)介質(zhì)力學(xué)和熱力學(xué)理論，建立了路基土的水分運(yùn)移和熱傳導(dǎo)耦合模型，并定性的考慮荷載對凍脹性的影響，利用matlab數(shù)值計算軟件，求解出了路基土在凍結(jié)過程中的含水量和溫度在不同時間隨深度的變化關(guān)系。 - Displacement function means for calculating geostress in fem analysis of underground houses is used , based on crustal stress data of underground cavern of pump water station of tong guanshan yixing to store energy , applying the displacement function theory and 3d nonlinear fem , the thesis simulates a displacement field applied the boundary in engineering area and obtain the initial crust stress field through load function in ansys . the result shows that the error between regressed ones and actual ones is controlled in allowed limit and supply the important data for building and design
根據(jù)宜興銅官山抽水蓄能電站地下廠房區(qū)的地應(yīng)力實測資料，運(yùn)用位移函數(shù)法理論，采用三維非線性有限元計算方法，反演出施加在廠房區(qū)邊界上的位移場，借助州sys有限元分析軟件，獲取模型邊界節(jié)點的坐標(biāo)信息，然后通過ansys軟件的載荷函數(shù)將邊界位移程序化施加到模型邊界上，最后得到整個區(qū)域的初始地應(yīng)力場，結(jié)果表明回歸后的地應(yīng)力值與實測值接近，為地下工程的施工設(shè)計提供了重要的資料。 - Based on the requirement of function extension of logging calibration software system , two design thoughts are mentioned in the process of designing the architecture of logging calibration software , and the impacts of those two thoughts on system ' s function extension are also discussed ; the method of dynamically loading function module is also offered , proving the availability of the adopted design method used in the software architecture and effectively solving system ' s function requirement
針對測井儀器刻度軟件系統(tǒng)功能擴(kuò)展性能的需求,提出了設(shè)計測井儀器刻度軟件系統(tǒng)結(jié)構(gòu)時兩種不同的思想,探討了這兩種設(shè)計思想對系統(tǒng)功能擴(kuò)展性能的影響;給出了設(shè)計思想具體實現(xiàn)時動態(tài)加載功能模塊的方法,證明了軟件開發(fā)中所采納的設(shè)計思想實現(xiàn)的可行性,有效地解決了系統(tǒng)功能的擴(kuò)展需求。 - In general , both of them are used to verify the results . using geomechanical model test method , the overloading process and wreck character of high arch dam was emulated completely for tengzigou arch dam . it is emphasized for stabilization safety evaluation various major loading function of high arch dam must be accounted and arch dam ' s whole stability is the most important
本文用地質(zhì)力學(xué)模型試驗方法分析了藤子溝拱壩的超載過程和破壞特征，并強(qiáng)調(diào)無論是超載試驗還是超載計算分析，在評價拱壩安全度時都應(yīng)綜合考慮各種影響拱壩受力的主要荷載因素，以拱壩整體工作能力作為評價依據(jù)。 - When the transportation load is long - term evenly distributed , the influences of each relevant factor , i . e . pipeline depth , diameter , deformation module of foundation , poisson ratio of soil and tyre pressure of vehicles , toward mises stress and vertical displacement of pipelines are discussed . when the transportation load is movable and invariable , the changing rules of mises stress and vertical displacement during the vehicle ' s movement are calculated and analyzed , and effects of vehicle velocity and tyre pressure toward these two mechanical characteristics are discussed . when the transportation load is stable and simple harmonic , the changing rules of mises stress and vertical displacement during the time of load function are calculated and analyzed , and effects of vehicle velocity and tyre pressure toward these two mechanical characteristics are also discussed . in three - dimensional analysis , mises stress and vertical displacement of pipelines under three kinds of transportation loads are calculated , and the analysis and discussion of correlative factors are also made
當(dāng)交通荷載為長期均布荷載時，討論了各相關(guān)因素，包括管道埋深、管徑、地基變形模量、地基泊松比和車輛輪壓大小分別對管道m(xù)ises應(yīng)力和豎向位移的影響；當(dāng)交通荷載為移動恒載時，計算并分析了車輛行駛過程中管道m(xù)ises應(yīng)力和豎向位移的變化規(guī)律，討論了車速和車輛輪壓對這兩個管道力學(xué)性狀的影響；當(dāng)交通荷載為穩(wěn)態(tài)簡諧荷載時，計算并分析了荷載作用時間內(nèi)管道m(xù)ises應(yīng)力和豎向位移的變化規(guī)律，討論了車速和車輛輪壓對管道力學(xué)性狀的影響。 - Supposed the two nonreversible deformations both obey the drucker law , the plastic loading function was established based on experimental data and the plastic work was used as hardening parameter supposed loess damage is mostly due to shear and the damage potential function has the same form of the equivalent plastic strain line in the plastic part , the damage potential function was gained by fitting the test data
假定兩類不可逆變形都服從drucker公設(shè)，根據(jù)試驗數(shù)據(jù)確定以塑性功為硬化參數(shù)的塑性加載函數(shù)。認(rèn)為損傷主要由于剪切產(chǎn)生，假定損傷勢函數(shù)與塑性部分的塑性剪應(yīng)變等值線具有相同的形式，通過試驗數(shù)據(jù)擬合得到損傷勢函數(shù)，然后根據(jù)損傷理論推導(dǎo)建立q1黃土的彈塑性損傷本構(gòu)模型。