例句與造句

1. Reliability - based robust design of compressive bar
   壓桿穩(wěn)定可靠性穩(wěn)健設(shè)計
2. Stable reliability - based sensitivity design of compressive bar
   壓桿穩(wěn)定可靠性靈敏度設(shè)計
3. Dynamic compressive properties of fs were tested using split hopkison compressive bar
   使用霍普金森壓桿測試了泡沫鋁試樣的動態(tài)壓縮性能。
4. Based on stable reliability - based design theory and sensitivity analysis method , research on stable reliability - based sensitivity design for compressive bar is carried out and a numerical method for reliability based sensitivity design is presented
   摘要在穩(wěn)定可靠性設(shè)計理論與靈敏度分析方法的基礎(chǔ)上，研究了壓桿穩(wěn)定可靠性靈敏度設(shè)計問題。
5. The changing rules of reliability sensitivity are obtained and the effects of design parameters on reliability for compressive bar are studied , which provides theoretic basis for reliability design for compressive bar
   提出了穩(wěn)定可靠性靈敏度設(shè)計的計算方法，給出了壓桿可靠性靈敏度的變化規(guī)律，研究了設(shè)計參數(shù)的改變對壓桿穩(wěn)定可靠性的影響，為壓桿穩(wěn)定可靠性設(shè)計提供了理論依據(jù)。
6. It's difficult to find compressive bar in a sentence. 用compressive bar造句挺難的
7. 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(yàn)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(yàn)構(gòu)件的裂縫發(fā)展情況進(jìn)行了觀測。
8. 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?；囼?yàn)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。