limit deflection 中文意思是什麼
limit deflection
解釋
極限壓縮量- limit : n. 1. 界限，界線；邊界。2. 極限，限度；限制。3. 〈pl. 〉范圍，范域。4. 限價；限額；賭注限額；獵物限額。vt. 1. 限制，限定。2. 減少。adj. -able
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The paper expounds how to find out the potential safe problems and unobvious defects, such as beyond - limit deflection in fixed girders for gantry bucket wheel stacker / reclaimer, by means of completely checking fixed girders, movable beams, geometric shapes of stiff and flexible supporters, metal thickness and welding and how to solve the safe problems and remove the defects
摘要通過對門式斗輪堆取料機固定梁、活動梁、剛性支腿、撓性支腿的幾何形狀、金屬厚度、焊縫狀況、聯接螺栓狀況進行全面檢測，發現門式斗輪堆取料機固定梁存在下撓超標的安全隱患和其他非明顯缺陷，從而對堆取料機的安全狀況有了全面的掌握，並根據檢測結論對固定梁下撓缺陷及時進行校正消缺，避免發生設備垮塌事故，保證了堆取料機的安全穩定運行。 -
Those include the load carrying capacity of the specimens in the limit state, the cracking load of the specimens, the crack width of the specimens and the deflection of the specimens
論文從四個方面進行研究：輕骨料混凝土板的正截面承載力，抗裂度，正常使用極限狀態下的裂縫寬度和撓度計算。 -
It is set forth that the limit value of lateral deflection is remained to be discussed further
闡述了高層鋼結構水平位移指標設計限值有待于進一步探討。 -
From the results, we can see that jinhuai bridge has no noticeable vertical deflection peak. it is mainly because of the restrictions of some parameters such as velocity of the vehicle on highway and damping of the bridge, which can limit the peak values
計算結果表明，公路橋梁也存在多個瞬態響應相互疊加的問題，但由於受車輛行駛速度和阻尼因素的影響，津淮剛架拱橋沒有出現明顯的共振峰值。 -
So the concrete beams reinforced with frps not only increase the flexural strength but also increase the stiffness and decrease it ' s max deflection, which is very important to increase the ability of resisting reflex of the original beams and the strength of the normal use limit status
因此，纖維加固混凝土構件不僅提高了其抗彎承載力，而且提高了其剛度，減小了最大撓度，這對于增加原梁抵抗變形的能力、提高正常使用極限狀態的承載能力具有十分重要的意義。 -
The specimens of rpc filled in steel tube short columns were studied, and their characters of deflection were analyzed. the tested cures of loading - displacement relationship of rpc filled in steel tube short columns were given and the characters were discussed. a formula for predicting the ultimate bearing capacity of rpc filled in steel tube short columns under axial compression was derived from the limit equilibrium method
分析了鋼管活性粉末混凝土短柱的變形特點，模擬了鋼管活性粉末混凝土結構的三種加載方式，探討了該組合結構的工作機理，分析了試件受荷時的變形特點，給出了試件的實測荷載-變形曲線，並分析了套箍指標、加載方式等對鋼管活性粉末混凝土軸心受壓時的荷載-變形曲線的影響。
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