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rigid base造句

"rigid base"是什么意思   

例句與造句

  1. Fully zinc - plated to prevent rusting with a rigid base
    高剛性基座整臺(tái)鍍鋅防銹處理。
  2. Printed circuits on rigid bases for vehicle control panels
    汽車儀表盤剛性支架印制電路
  3. Optimal combination of compacting machineries on semi - rigid base material
    半剛性基層材料的碾壓機(jī)械優(yōu)化組合
  4. Analyzing and predicting construction crack of the semi - rigid base course asphalt pavement
    半剛性基層瀝青路面施工期開(kāi)裂分析及預(yù)測(cè)
  5. The paper also concludes that the fatigue property of lean concrete is better than the semi - rigid base materials
    通過(guò)對(duì)比,得出貧混凝土的疲勞性能優(yōu)于其他常用半剛性基層材料。
  6. It's difficult to find rigid base in a sentence. 用rigid base造句挺難的
  7. Moreover , low vibration modals is derived with finite element method . then , control strategy of central rigid base - - - foldable flexible appendages coupling structures is studied
    用有限元計(jì)算了研究對(duì)象的低階模態(tài),為振動(dòng)主動(dòng)控制中傳感器和執(zhí)行器的優(yōu)化配置提供參考。
  8. In the second part of the paper , the bridging effect of reinforcement and factors influencing it as the crack in half rigid base course propagates into the asphalt layer are explored deeply
    本文第二部分,對(duì)半剛性基層裂縫擴(kuò)展至瀝青面層后加筋所發(fā)揮的橋聯(lián)效應(yīng)及其影響因素進(jìn)行了深入的探討。
  9. In this thesis , active vibration control of foldable flexible structures with central rigid base ? one typical kind of space structure , is thoroughly investigated
    為此,本文基于智能結(jié)構(gòu)思想,以折疊式航天柔性結(jié)構(gòu)為研究背景,對(duì)中心剛體?折疊式柔性附件組合結(jié)構(gòu)的振動(dòng)主動(dòng)控制問(wèn)題進(jìn)行了研究。
  10. Fatigue cracking is a main form of structural damage of asphalt pavements ( chiefly including asphalt pavement with half rigid base course and ac overlay on portland cement concrete pavement )
    疲勞開(kāi)裂是瀝青類路面(主要為半剛性基層瀝青路面與水泥混凝土路面瀝青混凝土加鋪層結(jié)構(gòu))的主要破壞形式。
  11. Recent researches are mainly aim at the composite foundation under rigid base . only a few of the research results published are about the composite foundation under embankment or flexible load
    新近的研究成果大多是剛性基礎(chǔ)下復(fù)合地基的試驗(yàn)和計(jì)算結(jié)果,只有少量的路堤和柔性荷載下復(fù)合地基的研究結(jié)果。
  12. The calculation method of the equivalent modulus of elasticity of foundation based on the principles of displacement equivalence can ' t actually reflect the influence of semi - rigid base on the thermal stresses in cement concrete pavement
    本文在大量計(jì)算基礎(chǔ)上,建立了溫度應(yīng)力經(jīng)驗(yàn)計(jì)算公式,與規(guī)范解相比,該公式精度較高,能滿足工程需要。
  13. The composite foundation under an embankment is not same as that under rigid base in that an embankment provides enough space for pile stabbing into and embankment weight is a kind of flexible load so that their pile - soil stress ratios would be different
    加固軟土路基的復(fù)合地基不同于剛性基礎(chǔ)下設(shè)置墊層的復(fù)合地基,路堤為樁體的向上刺入提供了足夠的空間,路堤荷載接近于柔性荷載,樁土應(yīng)力比也將不同。
  14. Through structural analysis of traditional semi - rigid base course asphalt pavement which appears water damage , the paper reach the conclusion that water has an effect on material design parameter and pumping leading to the change of contact condition are the main factors
    通過(guò)對(duì)傳統(tǒng)的半剛性基層瀝青路面出現(xiàn)水損破壞進(jìn)行結(jié)構(gòu)分析,得知水對(duì)材料設(shè)計(jì)參數(shù)的影響和由于唧漿現(xiàn)象導(dǎo)致路面結(jié)構(gòu)層層間接觸條件的變化是瀝青路面出現(xiàn)水損破壞的主要原因。
  15. Because different structural system takes on different mechanical form , a blasting system model based on upside structure , rigid base and boundless foundation is built in this paper , and then method of calculating the response under blasting vibration stimulation in this model is discussed
    由于不同的結(jié)構(gòu)系統(tǒng)具有不同的力學(xué)形態(tài),本文還建立了一個(gè)上部結(jié)構(gòu)加剛性基礎(chǔ)和無(wú)限地基的震動(dòng)系統(tǒng)模型,并討論了這個(gè)模型在爆破震動(dòng)激勵(lì)下響應(yīng)的求解方法。
  16. It is discussed that the load period , the damp ratio of pavement , the temperature of asphalt concrete , the resilient modulus of semi - rigid base , the material parameters and thickness of the composite foundation have influence on the dynamic stress intensity factor and the vertical displacement
    探討了荷載周期、道路結(jié)構(gòu)體的阻尼比、瀝青混凝土的溫度、半剛性基層的回彈模量、復(fù)合地基的材料參數(shù)和厚度對(duì)動(dòng)應(yīng)力強(qiáng)度因子、特征點(diǎn)的豎向位移變化規(guī)律的影響。
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