deflection curve造句
例句與造句
- The computational load versus deflection curves agree with the test results
計算得到的荷載?撓度曲線基本吻合試驗曲線。 - A method of differential equation using in restoration to deflection curve for solution of displacement of beams
撓曲線復(fù)位的微分方程解法求梁的位移 - Load deflection curves and deformed shapes are got by finite element analysis . through complex model , we also get von - mises stress cloud diagram of specimen components
其中根據(jù)考慮細(xì)節(jié)的復(fù)雜有限元模型的ansys分析結(jié)果，筆者還畫出了各構(gòu)件的應(yīng)力云圖。 - 3 . the test study indicates that the load - deflection curves of frp reinforced concrete beams reinforced can be divided into two linear stages through the boundary point of initial cracking
試驗研究表明，纖維增強(qiáng)塑料筋混凝土受彎構(gòu)件的荷載撓度曲線以截面初裂為界限點(diǎn)分為兩個線形階段。 - Based on the test results , the ultimate load - carrying capacity , mode of failure , cracking behavior and load versus mid - pan lateral deflection curves of the strengthened specimens are summarized and analyzed
在試驗的基礎(chǔ)上，對加固構(gòu)件的極限承載力、破壞形態(tài)、裂縫分布以及荷載跨中橈度曲線等進(jìn)行了總結(jié)和分析。 - It's difficult to find deflection curve in a sentence. 用deflection curve造句挺難的
- According to the behaviors of diagonally - loaded frames , effects of infill material property and frame stiffness on performance of infilled frames are investigated . 2 . based on result of lateral actions test , gives load - deflection curves for infilled frames
對斜向加載的墻板單元進(jìn)行了試驗研究，分析了填充塊材料性能、框架梁柱剛度等因素對墻板單元力學(xué)性能的影響。 - Crack development and failure modes , longitudinal reinforcement strain distributions and load - deflection curves were compared as a result in order to evaluate the validity of the disturbed stress field model to analyse such deep simply supported beam
通過與試驗結(jié)果的對比，在開裂形態(tài)、破壞形式、縱筋應(yīng)變分布及荷載位移曲線等局部與整體反應(yīng)層次上，評價了擾動應(yīng)力場模型模擬深受彎簡支梁受力性能的適用性。 - And the calculated results closely coincide with experimental results . furthermore , the paper , through applying the improved algorithm to the load - deflection curve and secondary load , also the calculated curves closely coincided with experimental results ( showed as chart 3 . 17 - 3 . 20 )
本文還將改進(jìn)的算法運(yùn)用于粘貼加固受彎構(gòu)件的荷載?撓度曲線和二次受力問題的計算中，得出與試驗結(jié)果吻合較好的計算曲線(圖3 . 17 3 . 20 ) 。 - The increment - iteration solution strategy is adopted in the nonlinear finite element analysis . arc - length method and the incremental plastic reversibility procedure are used to find the complete load - deflection curve and deal with elastic unloading occurring in elasto - plastic analysis
有限元分析中采用增量?迭代方法，結(jié)合弧長法和塑性增量可逆的假定，可以計算出完整的荷載位移曲線，并考慮彈塑性問題中可能出現(xiàn)的彈性卸載問題。 - According to eigenvalue equation ( general formula ) of the energy method of the plane steel frame structure stability , and considering the restriction of the end of the column of the main steel frame and function of deflection curve gained from the differential balance equation general resolution , we get the equation for calculating the length coefficient of the main frame structure stability of the steel arch gate and the resolutions are also given
根據(jù)平面剛架穩(wěn)定性能量法特征值方程(通式) ，考慮弧形鋼閘門主框架柱的柱端約束的特殊情況，求出撓曲線函數(shù)(試解函數(shù))通解，得到弧形鋼閘門主框架柱穩(wěn)定性計算長度系數(shù)方程。其中弧門主框架主橫梁式形框架的臨界荷載比較現(xiàn)行規(guī)范推薦的有限元法簡單方便、結(jié)果精確及物理概念明確等優(yōu)點(diǎn)。 - 4 . choosing the reasonable deflection curve function . according to the energy method and the constrained condition of column end of the steel arch gate , the article presents a practical calculating formula for the stability of the main frame structure of the steel arch gate
選擇合理的撓曲線函數(shù)(試解函數(shù)) ，根據(jù)能量法及弧門柱端約束條件，提出弧形鋼閘門主框架(平面鋼框架)穩(wěn)定性計算的實用解析計算公式，并根據(jù)影響弧門主框架穩(wěn)定性的因素對該公式進(jìn)行修正。 - The further research in port engineering pile foundation is considered to be important of such as behavior and bearing capacity of laterally loaded single piles and pile groups , and the functional mode of wharf foundation pile under flood tide torrent , and load - deflection curve , and negative skin friction along the pile , et al . the bearing capacity and the negative skin friction of port engineering piles are analyzed , to satisfy port engineering development demand better
在港口樁基工程領(lǐng)域，港口工程水平承載(群)樁的工作性狀以及承載力計算方法，漲潮急流等動態(tài)荷載作用條件下碼頭基樁的受力性狀，樁的作用荷載與變位趨勢關(guān)系、樁的負(fù)摩擦等問題都要求作進(jìn)一步的研究。本文致力于以港口工程樁基為主要研究對象，對港口工程(群)樁基水平承載力和負(fù)摩擦力進(jìn)行研究，以更好地滿足港口工程建設(shè)需要。 - But method based on large deflection theory was proposed in this paper . accordingly , output force and displacement of each sma actuator under anticipative attitude was obtained as well as accurate coordinate of the center of the joint and deflection curve equation of the axis of the active catheter
基于大撓度理論對主動導(dǎo)管做了力學(xué)和運(yùn)動學(xué)分析,相應(yīng)獲得了預(yù)期姿態(tài)下各個sma驅(qū)動器上的輸出力和輸出位移,以及精確的關(guān)節(jié)中心位置坐標(biāo)和導(dǎo)管軸線撓度曲線的具體形式。 - As numerical examples , a slender composite column of rectangular cross section with embedded h - shape structural steel is first considered . the complete load - deflection curve is obtained and compared with the corresponding experimental results . the comparison demonstrates the validity and accuracy of the proposed method
應(yīng)用編制的計算程序，首先對一配有工字型鋼的矩形截面長柱進(jìn)行了計算分析，獲得了長柱的荷載-撓度全過程曲線，并與試驗結(jié)果作了比較，驗證了計算程序的正確性和有效性。 - The load - deflection curve , the load - strain curve , earth pressure and distribution of sub - grade contact pressure under concentrated load , moving load and load at the side of the coal unloading chute respectively are obtained and discussed ; the whole process from cracking to failure are studied
分別對其在集中荷載、移動荷載及堆載等作用下的側(cè)向土壓力、基底反力的分布情況以及結(jié)構(gòu)構(gòu)件的荷載?應(yīng)變規(guī)律、荷載?撓度變化規(guī)律和結(jié)構(gòu)從開裂到破壞的全過程進(jìn)行了試驗研究和理論分析。
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