pulling-in effect 中文意思是什麼
pulling-in effect
解釋
牽引效應-
Chip in of the mucous membrane other vein shoots stiffening agent, bring about fiber of connective tissue hyperplasia to change, increase the pulling force of pair of qu zhangjing arteries and veins thereby, strengthened the protection to qu zhangjing arteries and veins, prevent hemal wall burst to bleed, effect of generation of this kind of method is slow, basically use at precaution to bleed again, bleeding more dormant period use
靜脈旁粘膜下注射硬化劑，導致結締組織增生纖維化，從而增加對曲張靜脈的張力，加強了對曲張靜脈的保護，防止血管壁破裂出血，這種方法產生效果緩慢，主要用於預防再出血，多在出血靜止期採用。 -
In this photo, you can see the effect of xiang pulling his lead arm too far back
在這張照片里，你可以看到翔過于向後拉動其引導臂的結果。 -
Aimed at the active - pulling control features of lifting - cable in vertical lift process, finite element optimum design method was adopted, the problem of calculation of lifting - cable force was solved, the trend of lifting - cable force was also analyzed, the results of theoretical calculation are applied to the real project, get good effect
針對豎轉提升過程中提升索主動張拉的控制特點，採用有限元優化設計的方法，解決了提升索力計算的問題，並分析了提升索力的變化規律，將理論計算結果應用於工程實際。 -
The article focus on the capital - budget management of state - owned enterprise, aims to find a way to improve the capital - budget management level. the reason i choose the theme is : large - scale investment is the typical characteristic of telecom career. in the 90s, the telecom investment per year in sichuan province is about 10 billion. so the large - scale effect of investment and the pulling - effect on revenue is obvious
九十年代初期電信大發展時期，四川省電信投資規模都在100億左右，隨著九十年代末期國家對郵電行業的體制改革，競爭格局初步形成，電信投資規模雖然有所下降，但幾個主要電信企業運營商的投資規模都在幾十個億的水平。 -
According to the documentation collected from domestic and abroad wang wei dong who works in huadong architect and structure institute utilizes the similar work property between the underground continuous wall and pile subjected the vertical loads, and introduces poulos method of elasticity and plastic which applies to pile foundation into the calculation for subsidence of underground continuous wall. pujialiu and yu yuzhou from water and electronic engineering of qinghua university, according to the result of three axes, define the concrete parameter utilize the model of non - linear e - b combined with the design cross section of dam in xiaolangdi, yellow river accept the total stress programme of thepd dam, and we analyze the stress and displacement of plastic concrete diaphragm wall by finite element method in comparison with the result of common concrete one. at same time, we consider the effect of the character of plastic concrete diaphragm wall which is composed of different gradients and adopting the level of stress and pulling stress infers whether the plastic concrete diaphragm wall is safe or not
地下連續墻是一種歷史較短的施工方法，目前，砼防滲墻的設計還是以傳統的設計方法為主，根據查找國內外文獻資料，華東建築設計院王衛東利用地下連續墻與樁在豎向荷載作用下的工作性能有相似性，將適用於樁基的poulos彈性理論引入對地下連續墻的沉降計算中；清華大學水利水電工程系濮家騮、于玉貞根據三軸試驗結果確定混凝土的參數，利用非線性e - b模型，結合黃河小浪底土石壩設計剖面，採用thepd土石壩總應力程序，對深覆蓋層塑性混凝土防滲墻的應力、位移進行有限元分析，並與普通混凝土防滲墻計算結果加以對比，同時分析了不同配比塑性混凝土特性的影響，並採用應力水平和拉應力數值來判斷塑性混凝土防滲墻的安全程度。 -
The same fellow, pulling the skin with his fingers, some special knack evidently, and he laughing at a yarn. and in point of fact the young man named antonio s livid face did actually look like forced smiling and the curious effect excited the unreserved admiration of everybody, including skin - the - goat who this time stretched over
其實，那個名叫安東尼奧的小夥子的蒼白臉上倒真像是露出了不自然的微笑，這一奇怪現象博得了在場的每一個人充分的贊賞，其中包括「剝山羊皮」 。 -
Then we also study the effect of string on the dynamical characteristic under the symmetric load and not under the symmetric load as the prestressing is the key making beam string structure the balanceatie system, having large rigidity and embodying the superiority of dynamical characteristic of this structure, this paper studies and conceives how to deteimine the number of the prestressing in each stage of construction and through comparing between the plan of onetime and repeated pulling construction choose the suitable pulling construction plan
並且本文還研究了在對稱荷載和不對稱荷載兩種工況下，結構的受力性能隨豎向撐桿數目、結構垂跨比以及下弦索預應力等參數改變時的變化情況，總結出該結構受力方面的特徵，為實際工程設計提供依據。鑒于預應力是使張弦梁結構形成自平衡體系、具備較大剛度和體現結構性能優勢的關鍵，本文研究和探討了結構施工各階段該預應力大小的確定方法，通過一次張拉與二次張拉方案各項指標的比較，選擇適當的預應力張拉施工方案。
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