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depth ratio in Chinese

Pronunciation:
How to pronounce "depth ratio""depth ratio" in a sentence

Translationmobile phoneMobile

  • 充滿度
  • 埋深比
  • 深度比

Examples

  • Finite element simulate analysis of small span - to depth ratio coupling beams with special reiforcement
    特殊配筋小跨高比洞口連梁的有限元模擬
  • However , for small span - to - depth ratio coupling beams are counter flexural deep beams restrained at their two ends and points of contraflexure at the center of the span , the rules of their carrying forces and deformation are not like common deep beams
    但是，小跨高比連梁屬于兩端被約束，反彎點在跨中的反對稱彎曲深梁，其受力和變形規(guī)律不同于一般深梁。
  • For reinforcement concrete corbel with the shear span to depth ratio ( a / ho ) less than 1 , has its performance of mechanics that is close to cantilever deep beams , it is an important kind of components in architectural structure which sustains roof trusses , brackets , tray " beams , frame " beams , wall " beams and crane " beams
    剪跨比a h _ 0 1的短鋼筋混凝土牛腿，其受力性能接近于懸臂深梁，在建筑結(jié)構(gòu)中是支承屋架、屋面梁、托架、托架梁、框架梁、墻梁和吊車梁等的重要構(gòu)件。
  • It shows that the method suggested in the paper is simple , applicable for engineering and has good precision . on the bases of the formulas deduced , and combining with relative test datas , it studies in the paper several factors influencing the bearing performance of the simple beams , such as shape of the external tendons , the equal moment segment length , span - to - depth ratio of the beam , valid initial prestress of the external tendons , area of the internal tension reinforcement , strength of the concrete , vertical distance between
    在公式推導(dǎo)的基礎(chǔ)上,結(jié)合相關(guān)試驗資料,研究了體外筋的形狀、等彎矩區(qū)長度、梁跨高比、有效張拉預(yù)應(yīng)力、體內(nèi)受拉筋配筋率、混凝土強(qiáng)度、錨固點到梁上邊緣在垂直方向上的距離、體外預(yù)應(yīng)力筋水平段長度(雙折線型體外筋的情況)以及荷載類型等對體外預(yù)應(yīng)力混凝土簡支梁受力性能的影響。
  • Abstract : based on the systematic analysis of the shear behavior for r . c . beams , the tests of 11 simple supported beams under the top concentrated loads and the uniform loads are supplemented . the prime variable is shear span ratio , span depth ratio , horizontal web reinforcement ratio and vertical web reinforcement ratio . according to the test results , the working behavior , the prime shear failure modes , the effect of concrete and web reinforcement ( horizontal web reinforcement and vertical web reinforcement ) and other aspects of r . c . beams are analysed . the uniform calculation method for shear capacity of deep beams , short beams and shallow beams for practical is presented
    文摘:在對國內(nèi)外鋼筋混凝土梁的受剪性能進(jìn)行較系統(tǒng)分析的基礎(chǔ)上，補(bǔ)充了11根鋼筋混凝土簡支短梁在頂部集中荷載和均布荷載作用下的試驗，試驗梁的主要變化參數(shù)為剪跨比、跨高比、水平腹筋率和垂直腹筋率.根據(jù)試驗結(jié)果，對試驗梁的工作性能、主要的剪切破壞形態(tài)、混凝土項的抗剪作用、抗剪腹筋（包括水平腹筋、垂直腹筋）的作用等進(jìn)行了較為深入的分析，提出了可適用鋼筋混凝土深梁、短梁和淺梁相互協(xié)調(diào)的受剪承載力的統(tǒng)一計算方法
  • Abstract : based on analyzing the mechanism of fraction for anti - extraction soil by using the results of in - side model test about wind - borned sand deposit foundation , three stressing process of the ultimate bearing capacity in soil is given , and the basic formual for anti - extraction capacily calculation is established . compared with other methods at present , the accuracy of the calculation result is several times over that of others . because the scope of application isn ' t limited by width - to - depth ratio , it is very convenient for widely application
    文摘:利用風(fēng)積砂地基抗拔室內(nèi)模型試驗資料，通過對抗拔土體破壞機(jī)理的全面分析，提出了土體形成極限承載力的三個受力過程，建立了擴(kuò)展基礎(chǔ)抗拔承載力計算的基本公式，與目前其它計算方法比較，成果精度提高很多倍，而且適用范圍不受深寬比限制，便于推廣應(yīng)用。
  • Here the hsc of sompa is achieved through adding super - effective water reducer , fined slag and silicon fume , and decreasing the water / cement ratio . by varying the area ( spacing ) of tension bars , compressive bars , vertical links and distribution steel and embedding steel fiber and polypropylene fiber we try to improve the behaviors of reinforced high performance concrete one - way spanning slabs in bending , so that its ductility be greater than 5 . with the same arrangement of steel the width of bending member is varied to observe the effect of the width / depth ratio on the ultimate compressive strain of concrete
    通過變化受拉筋含筋率和受壓筋、箍筋(鉤筋、分布筋)含量，或摻加纖維使之成為鋼纖維高強(qiáng)混凝土( sfrhsc )和聚丙烯纖維高強(qiáng)混凝土( pfrhsc ) ，對高強(qiáng)混凝土雙筋截面梁、板的受彎性能進(jìn)行了試驗研究，試圖改善高強(qiáng)混凝土受彎構(gòu)件的延性，使其延性比大于5 ；并在相同配筋情況下，通過變化截面寬度，研究了高強(qiáng)混凝土受彎構(gòu)件的寬高比對壓區(qū)混凝土極限應(yīng)變的影響；并對試驗構(gòu)件的裂縫發(fā)展情況進(jìn)行了觀測。
  • The research shows that : 1 ) the ductility of the hsc bending members constructed is much greater than 5 ; 2 ) increasing the vertical links and distribution steel can increase the deflection under ultimate moment ; 3 ) with appropriate compressive bars , vertical links and distribution steel the increase of moment after yield and the decrease of moment under ultimate moment can be ignored , so the ductility of the hsc bending member is much larger ; 3 ) the width / depth ratio of hsc bending member has no obvious effect on the ultimate compressive strain of concrete ; 4 ) the method used here to calculate the deflection is applicable ; 5 ) the location of crack coincides with the location of vertical links and distribution steel ; 6 ) the bending property of the hsc structure under the blast load can meet the demand of protective engineering
    研究表明：本文研究的梁、板構(gòu)件的延性比遠(yuǎn)大于5 ；增加箍筋(鉤筋、分布筋)含量，可以提高壓區(qū)混凝土剝落時的撓度；在適當(dāng)?shù)氖軌航睢⒐拷?鉤筋、分布筋)含量下，可以忽略壓區(qū)混凝土剝落瞬間的承載力下降，從而大大提高構(gòu)件的延性；受彎構(gòu)件的寬高比對壓區(qū)混凝土極限應(yīng)變的影響不明顯；受彎構(gòu)件的裂縫間距受箍筋(鉤筋、分布筋)的布置影響；文中所用的承載力和變形計算方法是可行的。化爆試驗表明，高強(qiáng)混凝土構(gòu)件的動載抗彎性能能夠滿足防護(hù)結(jié)構(gòu)的要求。

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