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stiffness ratio in Chinese

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

Translationmobile phoneMobile

  • 剛度比
  • 剛勁因數(shù)
  • 勁度比

Examples

  • The stiffness ratio of ring beam to pile affects the maximum value of moment near the bottom of excavated pit
    圈梁的抗彎剛度與樁的剛度比對樁身彎矩特別是坑底附近的最大彎矩值也有很大影響。
  • In addition , based on the example of one actual building , the program is used to calculate the earthquake responses of the building with six assumed different lateral stiffness ratio
    同時(shí),結(jié)合工程實(shí)例,計(jì)算了六種不同側(cè)向剛度比條件下結(jié)構(gòu)的彈塑性動力反應(yīng)。
  • Case study shows that rational determination of the friction coefficient and the stiffness ratio of these two kinds of bearing is helpful to obtain good effect of vibration isolation
    實(shí)例計(jì)算表明,選擇合適的摩擦系數(shù)和2種支座的剛度比,可以得到性能較好的隔震結(jié)構(gòu)。
  • Advanced composite is widely used in designing the structure of aircrafts , for it has some excellent performances such as excellent fatigue , high strength and stiffness ratio , etc
    先進(jìn)復(fù)合材料比強(qiáng)度、比剛度以及良好的抗疲勞特性等諸多優(yōu)異性能為飛機(jī)結(jié)構(gòu)工程設(shè)計(jì)實(shí)踐廣泛應(yīng)用。
  • The effects of piles interval , embankment height , cap width , shear modulus of embankment fill , horizontal geotextile tensile strength and pile - subsoil stiffness ratio on pile efficacy , were also carried out
    研究了樁間距、路堤高度、樁頂托板寬度、路堤填土剪切模量、水平加筋體拉伸強(qiáng)度及樁土相對剛度對樁體荷載分擔(dān)比的影響。
  • Floor rigidity has relations not only to floor stiffness , but also to stiffness and location of anti - shear member . neither floor length to width ratio nor stiffness ratio of floor to shear wall should be the guild line of rigid floor
    不能單純地根據(jù)樓板的長寬比的范圍來確定樓板是否為剛性樓板,也不能簡單地根據(jù)樓板與剪力墻的剛度比來判斷樓板是否為剛性樓板。
  • It is best that the stiffness ratio of ring beam to pile is 2 to 3 . we think over burying depth of piles is 30 % of the whole length when ring beam existing . but it is necessary to decide according to the quality of soil layers and types of piles
    圈梁與樁的剛度比為2 3為最佳,有圈梁時(shí)樁的入土深度可以考慮占總樁長的30 ,但需要根據(jù)具體的土層性質(zhì)和樁的類型斟酌而定。
  • 3 ) the influences on the internal forces by some variable parameters such as the ratio of the rise to span and the stiffness ratio are compared . the optimal range of these parameters is pointed out and some advances are also given
    研究探討了矢跨比、拱梁剛度比等參數(shù)對預(yù)應(yīng)力混凝土連續(xù)梁拱組合體系橋梁結(jié)構(gòu)內(nèi)力的影響,并得出合理的取值范圍,為設(shè)計(jì)人員選取結(jié)構(gòu)參數(shù)提供參考。
  • Furthermore , it was shown that load - displacement of pile groups and load distribution on pile top were affected by properties of soil and stiffness ratio of piles to soil , and by length , diameter , spacing , and number of piles
    在此基礎(chǔ)上,分析了剛性承臺條件下超大群樁基礎(chǔ)的荷載位移曲線變化規(guī)律以及樁頂荷載分布規(guī)律受樁土剛度比、樁長、樁徑、樁距、樁數(shù)、土性等因素的影響規(guī)律。
  • The results show that pile efficacy is significantly affected by piles interval , embankment height , cap size and pile - subsoil stiffness ratio , while shear modulus of embankment fill has less effect and geotextile strength has a little effect
    結(jié)果表明:樁間距、路堤高度、托板寬度及樁土相對剛度對樁體荷載分擔(dān)比影響較大,路堤填土剪切模量的影響次之,而水平加筋體拉伸強(qiáng)度的影響很小。
  • More examples:  1  2

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