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stiffness ratio中文是什么意思

  • 剛度比
  • 剛勁因數(shù)
  • 勁度比

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  • 例句與用法
  • 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(duì)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(dòng)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(duì)剛度對(duì)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(zhǎng)寬比的范圍來(lái)確定樓板是否為剛性樓板,也不能簡(jiǎn)單地根據(jù)樓板與剪力墻的剛度比來(lái)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(zhǎng)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(duì)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(tái)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(zhǎng)、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(duì)剛度對(duì)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。
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