例句與造句

1. calculation of the reliabitity index of the concrete structure based on the maximum crack width
   基于最大裂縫寬度計算混凝土結(jié)構(gòu)的可靠度指標(biāo)
2. when the stress level is lower and the stress ratio is larger, the maximum crack width is smaller and develops more placidly
   應(yīng)力水平越低、應(yīng)力比越大,最大裂縫寬度越小、發(fā)展越平穩(wěn)。
3. the influence of stress ratio on maximum crack width of specimens is obvious, and the larger the stress ratio is, the longer the fatigue life is, it can influence the mechanical property of specimens directly
   應(yīng)力比對試件梁的最大裂縫寬度影響顯著,應(yīng)力比越大,疲勞壽命越長,直接影響試件梁在疲勞荷載作用下的性能。
4. the formulas on crack width of rc beams and src beams are analyzed at home and abroad too . the calculation formulas on the maximum crack width of src beam under short time load are suggested . the calculation result tallies that of tests well
   分析比較了國內(nèi)外鋼筋混凝土梁和勁性鋼筋混凝土梁裂縫計算公式，提出了勁性鋼筋混凝土梁在短期荷載作用下的最大裂縫寬度計算公式，其計算值與試驗值吻合較好。
5. 3 . the mid-span deflection of slight corrosion specimens is smaller than that of non-corrosion specimens on the static loads and the fatigue loads; the maximum crack width of slight corrosion specimens is larger than that of non-corrosion specimens; fatigue life of slight corrosion specimens is shorter than that of non-corrosion specimens; the corrosion of re-bars is a sensitive factor to fatigue life
   (3)輕微銹蝕試件梁的跨中撓度在靜載和循環(huán)荷載下比未銹蝕梁小;輕微銹蝕試件梁的最大裂縫寬度比未銹蝕試件梁的最大裂縫寬度大;輕微銹蝕試件梁的疲勞壽命比未銹蝕試件梁的疲勞壽命降低,鋼筋銹蝕是疲勞壽命的敏感因素。
6. It's difficult to find maximum crack width in a sentence. 用maximum crack width造句挺難的
7. thirdly, according to the conclusion of some experimentations that the maximum crack width and rebar section loss keep a approximate linear relationship after cover initial crack, a relationship between the maximum crack width and rebar section loss is developed based on a hypothesis that the increase in the volume of crack is equal to the volume of the corrosion products produced after cover initial crack
   第三，根據(jù)鋼筋在保護層開裂后繼續(xù)銹蝕過程中產(chǎn)生的銹蝕產(chǎn)物填滿裂縫的假設(shè)，建立銹脹開裂后裂縫寬度和鋼筋銹蝕量之間的關(guān)系。第四，在鋼筋年銹蝕速度為恒定值的基礎(chǔ)上，建立從鋼筋銹蝕開始到保護裂縫寬度發(fā)展至限制值所需時間的計算模型。
8. thirdly, according to the conclusion of some experimentations that the maximum crack width and rebar section loss keep a approximate linear relationship after cover initial crack, a relationship between the maximum crack width and rebar section loss is developed based on a hypothesis that the increase in the volume of crack is equal to the volume of the corrosion products produced after cover initial crack
   第三，根據(jù)鋼筋在保護層開裂后繼續(xù)銹蝕過程中產(chǎn)生的銹蝕產(chǎn)物填滿裂縫的假設(shè)，建立銹脹開裂后裂縫寬度和鋼筋銹蝕量之間的關(guān)系。第四，在鋼筋年銹蝕速度為恒定值的基礎(chǔ)上，建立從鋼筋銹蝕開始到保護裂縫寬度發(fā)展至限制值所需時間的計算模型。