modulus method造句
例句與造句
- study on constitutive relation of loess moistening deformation based on secant-modulus method
基于割線模量法的黃土增濕變形本構(gòu)關(guān)系研究 - case study showed fuzzy matter-element model is more reasonable and applicable than that of vector modulus method to reveal assessed results
實例研究表明，相對于常規(guī)的矢量模法，模糊物元分析方法所得結(jié)果更能反映問題的實質(zhì)，評價結(jié)論更為科學(xué)合理。 - the creep data of frp jacket were obtained in the test . 3 . the analytical studies were carried out using the age-adjusted effective modulus method for creep of concrete, combined with the findley ’ s power law
3.采用齡期調(diào)整有效模量法(aemm)計算混凝土徐變,結(jié)合findley模型計算frp徐變,建立了損傷加固柱的徐變計算模型。 - abstract : this paper studies several main codes of prestressed concrete in the world and analyses their methods to calculate the long-term stress losses . all these methods are divided into two groups . the author introduces the theory of the first group ? ? “ the age-adjusted effective modulus method ( aemm ) ” and analyses how to determine the modulus used in these methods . then, as example, two prestressed concrete beams are calculated to compare the result of different methods . at last, some recommendations for the calculation of long-term stress losses are given to improve the present code of our country
文摘:定性分析了國內(nèi)外幾本主要規(guī)范、規(guī)程和建議中關(guān)于預(yù)應(yīng)力長期損失的計算方法，將其分為兩類，推導(dǎo)了第一類方法的理論基礎(chǔ)??齡期調(diào)整的有效模量法，詳細分析了第一類計算方法中各系數(shù)的取值，并以兩根預(yù)應(yīng)力混凝土梁為例對各方法的計算結(jié)果進行了定量分析，最后對我國預(yù)應(yīng)力長期損失計算方法提出了改進建議。 - this thesis discusses the problem free-surface modeling technique of turbine blade according to the property of the runner blade and the present research achievement in free-surface modeling technique, the major study concerned are introduced below : firstly, it accomplished the study of intersection for blade-to-plane and present the method of three-step algorithms such as subdivision > iterative refinements approach; meanwhile it solved the problem of small area extend of blade by use minimal modulus method
本文針對水輪機葉片的特點，結(jié)合曲面造型技術(shù)的研究現(xiàn)狀，研究了水輪機葉片的nurbs曲線曲面造型問題。主要工作有：第一，完成了葉片與任意平面求交問題的研究，提出分割-迭代-擬合三步求交算法。同時首次應(yīng)用最小二乘擬合端部法解決了葉片的小區(qū)域延展問題。 - It's difficult to find modulus method in a sentence. 用modulus method造句挺難的
- 5 ) . the traffic volume forecasting is carried out on the background of a highway . it indicates that it is feasible using flexibility modulus method in forecasting trip production and generation, the convergence is quickly using fratar method in forecasting origin and destination table and it is convenience using multiroute method in forecasting assignment
經(jīng)分析，在進行交通量發(fā)生吸引量預(yù)測時，采用彈性系數(shù)法較為可行；進行趨勢交通量分布預(yù)測時，采用費雷特法進行分析計算收斂較快；進行交通量分配預(yù)測時，采用多路徑交通分配比較可靠。 - the reliability of secant modulus method is validated in which final consolidation settlement is computed . the experience formula of coefficient of permeability ( k, 0 ) and pore ratio ( e ) is presented and the experience expression of coefficient of permeability ( k10 ) and strain ( ) is offered too . lt is important to modity the acquiring method of coefficient of consolidation, because the method embodies that strain and pressure of consolidation effect on coefficient of consolidation
本文首先驗證了用割線模量法計算軟土地基最終固結(jié)沉降的可靠性；其次得到了滲透參數(shù)k_(10)和孔隙比e的經(jīng)驗關(guān)系，并且更進一步給出了滲透系數(shù)k_(10)和應(yīng)變之間的經(jīng)驗公式，更重要的是對求取固結(jié)系數(shù)的方法給予了改進，該方法反映了固結(jié)系數(shù)隨應(yīng)變和應(yīng)固結(jié)壓力的變化規(guī)律。 - this paper studies several main codes of prestressed concrete in the world and analyses their methods to calculate the long-term stress losses . all these methods are divided into two groups . the author introduces the theory of the first group ? ? “ the age-adjusted effective modulus method ( aemm ) ” and analyses how to determine the modulus used in these methods . then, as example, two prestressed concrete beams are calculated to compare the result of different methods . at last, some recommendations for the calculation of long-term stress losses are given to improve the present code of our country
定性分析了國內(nèi)外幾本主要規(guī)范、規(guī)程和建議中關(guān)于預(yù)應(yīng)力長期損失的計算方法，將其分為兩類，推導(dǎo)了第一類方法的理論基礎(chǔ)??齡期調(diào)整的有效模量法，詳細分析了第一類計算方法中各系數(shù)的取值，并以兩根預(yù)應(yīng)力混凝土梁為例對各方法的計算結(jié)果進行了定量分析，最后對我國預(yù)應(yīng)力長期損失計算方法提出了改進建議。 - this paper studies the theoretical disadvantages of the effective modulus method ( emm ) for calculating the restraining stress of the walls restrained by basement, especially those adopting the shrinkage compensation concrete ( scc ) . to avoid these disadvantages, a new time-tracing method ( tim ) is proposed, and base on its analysis results, the effectiveness of the scc for the cracking control of the walls is revisited
本文研究了在計算基礎(chǔ)墻(尤其是補償收縮混凝土澆筑的基礎(chǔ)墻)的約束應(yīng)力時，等效模量法存在的理論缺陷，提出了更為完善的時程方法，并基于時程方法的計算結(jié)果，對補償收縮混凝土在基礎(chǔ)墻中的控裂效能進行了重新評價。