initial prestress中文是什么意思

發(fā)音:

中文翻譯
造句

初預(yù)應(yīng)力

initial adj. 最初的，開始的；原始的；初期的，初發(fā)的。 th ...
prestress n. 預(yù)應(yīng)力。 vt. 對(duì)…預(yù)加應(yīng)力。 prestres ...
prestress n. 預(yù)應(yīng)力。 vt. 對(duì)…預(yù)加應(yīng)力。 prestressed concrete 預(yù)應(yīng)力混凝土。
amount of prestress 預(yù)應(yīng)力值
degree of prestress 預(yù)應(yīng)力度
effective prestress 有效預(yù)應(yīng)力
external prestress 外部預(yù)應(yīng)力
final prestress 有效預(yù)應(yīng)力
imposition of the prestress 預(yù)應(yīng)力的強(qiáng)加
loss of prestress 預(yù)應(yīng)力損失
losses of prestress 預(yù)應(yīng)力損失
prestress forming 預(yù)模壓加熱蠕變成型; 預(yù)應(yīng)力成形
prestress unit 預(yù)應(yīng)力構(gòu)件。
prestress wire 預(yù)應(yīng)力鋼絞線
prestress with bond 有粘結(jié)力預(yù)應(yīng)力
transfer prestress 預(yù)力傳遞
transverse prestress 橫向預(yù)應(yīng)力
triaxial prestress 三軸預(yù)應(yīng)力
vertical prestress 豎向預(yù)力
as initial 與最初相同
initial to 草簽文件
with initial 有大寫字母
federvorspannung spring prestress 彈簧預(yù)加應(yīng)力
frictional prestress loss 摩擦引起的預(yù)應(yīng)力損失

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The difference of initial prestress and force in the members between experiment results and numerical results is small
試驗(yàn)?zāi)Ｐ偷某跏碱A(yù)應(yīng)力分布的試驗(yàn)結(jié)果和理論值之間吻合程度良好。
Dong shi - lin , yuan xing - fei . a quick calculation method for initial prestress distribution of geiger domes j . spatial structures , 2003 , 9 ( 2 ) : 38 , 19
董石麟，袁行飛肋環(huán)型索穹頂初始預(yù)應(yīng)力分布的快速計(jì)算法j空間結(jié)構(gòu)， 2003 ， 9 （ 2 ）： 3819
The dynamic properties of the tensegrity that is combined by some modes is investigated in the effect of initial prestress and external force , some results are got
本文研究了張拉整體單元幾種組合方式下組成的張拉整體結(jié)構(gòu)在初始預(yù)應(yīng)力以及外力作用下不同的動(dòng)力特性。
The model experiment shows that the construction techniques of moving outer diagonal cable are effective . the experiment model of sunflower - patterned cable dome is designed . the static behavior and initial prestress are measured
葵花型索彎頂結(jié)構(gòu)的模型試驗(yàn)表明，張拉最外圈斜索的施工成形方法是切實(shí)可行，而且是行之有效的。
By analyzing a monofilament cable , it is presented the conclusions that the influencing factors of the load - carrying properties of flexible supporting s stem include the initial prestress the diameter of tension rod or cable , the rise ratio and the height of the structure etc
通過(guò)對(duì)單根拉索結(jié)構(gòu)的力學(xué)分析，提出影響這種結(jié)構(gòu)剛度和承載性能的因素主要包括：初始施加預(yù)應(yīng)力的大小、拉桿（索）的直徑、結(jié)構(gòu)的腹高比以及結(jié)構(gòu)的高度等。
It shows that the method suggested in the paper is simple , applicable for engineering and has good precision . on the bases of the formulas deduced , and combining with relative test datas , it studies in the paper several factors influencing the bearing performance of the simple beams , such as shape of the external tendons , the equal moment segment length , span - to - depth ratio of the beam , valid initial prestress of the external tendons , area of the internal tension reinforcement , strength of the concrete , vertical distance between
在公式推導(dǎo)的基礎(chǔ)上,結(jié)合相關(guān)試驗(yàn)資料,研究了體外筋的形狀、等彎矩區(qū)長(zhǎng)度、梁跨高比、有效張拉預(yù)應(yīng)力、體內(nèi)受拉筋配筋率、混凝土強(qiáng)度、錨固點(diǎn)到梁上邊緣在垂直方向上的距離、體外預(yù)應(yīng)力筋水平段長(zhǎng)度(雙折線型體外筋的情況)以及荷載類型等對(duì)體外預(yù)應(yīng)力混凝土簡(jiǎn)支梁受力性能的影響。
And the procedure of solving initial prestress by equilibrium matrix theory and simplified method are elucidated . the self - stress mode of sunflower - patterned cable dome must be positive , and the mechanisms mode equals to zero . it seems like statically indeterminate structures and is geometrical stable structure
明確了葵花型索穹頂結(jié)構(gòu)形態(tài)分析的具體內(nèi)容；闡述了用平衡矩陣?yán)碚摵秃?jiǎn)化算法求解索穹頂結(jié)構(gòu)初始預(yù)應(yīng)力的過(guò)程，指出葵花型索穹頂結(jié)構(gòu)的自應(yīng)力模態(tài)s 0且機(jī)構(gòu)位移模態(tài)m = 0 ，相當(dāng)于結(jié)構(gòu)力學(xué)中的超靜定結(jié)構(gòu)，同時(shí)它也是幾何穩(wěn)定的結(jié)構(gòu)；提出了考慮結(jié)構(gòu)自重時(shí)葵花型索穹頂結(jié)構(gòu)初始預(yù)應(yīng)力的求解方法，這種方法求得的初始預(yù)應(yīng)力更加準(zhǔn)確。
The solution of initial prestress considering dead load is presented , which is more accurate . the calculation model of sunflower - patterned cable dome is built up . the static behavior of sunflower - patterned cable dome and sunflower - patterned cantilever roof is analyzed by ansys program and its results show that thesis two structures have good stiffness and load capability
建立了葵花型索穹頂結(jié)構(gòu)的計(jì)算模型；運(yùn)用ansys有限元軟件對(duì)葵花型索穹頂結(jié)構(gòu)和葵花型張拉挑蓬結(jié)構(gòu)作了靜力性能分析，結(jié)果顯示這兩種結(jié)構(gòu)具有良好的剛度和承載能力。

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