initial deflection中文是什么意思

發(fā)音:

中文翻譯
造句

初波
初撓度
初偏差
初始撓度
初始撓曲
原有撓度

initial adj. 最初的，開(kāi)始的；原始的；初期的，初發(fā)的。 th ...
initial deflection of derrick 吊桿初撓度
initial slurring of qrs deflection qrs偏轉(zhuǎn)起始部模糊
deflection 回彈彎沉; 變位；撓度; 船體撓度偏差偏轉(zhuǎn); 垂線偏移; 風(fēng)險(xiǎn)轉(zhuǎn)移; 撓度，撓曲; 撓度，偏角; 撓度；變位; 撓度；偏差度；偏斜；彎沉；偏轉(zhuǎn)；變位; 撓曲變形; 撓曲度; 撓曲量; 偏差角; 偏位; 偏向；偏轉(zhuǎn); 偏斜,偏轉(zhuǎn); 偏斜；偏折; 偏轉(zhuǎn)，偏差; 偏轉(zhuǎn)撓度; 偏轉(zhuǎn)變; 偏轉(zhuǎn)度; 偏轉(zhuǎn)力; 射擊的箭因觸及已中靶的箭而偏斜; 甚至戰(zhàn)略上的）多謝樓上讀者提醒，應(yīng)該有重要的一個(gè)解釋：引離; 彎曲; 下偏; 也可能真的具體指走子方向; 游離（這個(gè)要看具體環(huán)境，可能指變化路線離開(kāi)主線; 致偏; 橈曲度
as initial 與最初相同
initial to 草簽文件
with initial 有大寫(xiě)字母
a olute deflection 絕對(duì)變位
absolute deflection 絕對(duì)變位
actual deflection 實(shí)際撓度
aileron deflection 副翼偏度
air deflection 空氣偏轉(zhuǎn); 氣流偏差; 氣流偏轉(zhuǎn)
allowable deflection 容許撓度
amount of deflection 變位度; 撓度; 偏差數(shù)值
angle deflection 角偏轉(zhuǎn)
angle of deflection 導(dǎo)向角; 偏角; 偏向角; 偏轉(zhuǎn)角，繞曲角; 偏轉(zhuǎn)角度
angular deflection 角變位; 角度偏移; 角度偏轉(zhuǎn); 角撓度; 角偏轉(zhuǎn); 角向撓度; 偏轉(zhuǎn)角
anterior deflection 前弧
apparent-deflection 視撓度
astrogeodetic deflection 天文大地測(cè)量偏差
asymmetrical deflection 不對(duì)稱偏轉(zhuǎn)
atrial deflection 心房波
automatic deflection 自動(dòng)偏轉(zhuǎn)
axis of deflection 偏轉(zhuǎn)軸

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例句與用法

Vibration characteristics of a cracked rotor with initial deflection
含初始彎曲裂紋轉(zhuǎn)子振動(dòng)特性
In the analysis of the elastic local buckling strength of the plates in stiffened plates , an analytical expression is derived for calculating the local strength of a stiffened plate subjected to biaxial thrust considering plate / stiffener interaction and welding residual stresses and initial deflection
由于船體中的加筋板結(jié)構(gòu)的受力情況是十分復(fù)雜的，除了主要受到由于總縱彎曲而產(chǎn)生的縱向壓力以外，還會(huì)受到橫向的壓力以及垂向壓力。
Accounting for the effects of imperfection and large displacement of arch , an approach for the stability analysis of arch bridge is presented ， and a program is developed to predict the nonlinear buckling of arch the elastic lateral stability of the jiefang arch bridge in guangzhou during the construction phases and operating periods after its completion is analyzed the results show that the effects of initial deflection and large displacements on the critical load of lateral stability are significant , and that once the initial deflection and large displacement are taken into account , the values of the safety factor are smaller than those obtained by linear buckling analysis
考慮拱肋初始撓度等缺陷的影響，采用桿系結(jié)構(gòu)大位移分析的有限元方法，建立了拱橋非線性穩(wěn)定的計(jì)算方法，并編制了相應(yīng)的計(jì)算程序文中計(jì)算了解放大橋鋼管混凝土拱橋在施工階段及成橋后運(yùn)營(yíng)期間的彈性側(cè)傾穩(wěn)定結(jié)果表明：考慮拱肋初始撓度和結(jié)構(gòu)大位移影響后，拱橋的非線性側(cè)傾穩(wěn)定安全系數(shù)比按線性穩(wěn)定計(jì)算值低
The buckling and ultimate strength of ship plating normally depend on a variety of influential factors , namely geometric / material properties , loading characteristics , initial imperfections ( i . e . initial deflections and residual stresses ) , boundary conditions and corrosion , fatigue cracking
船體板的屈曲和極限強(qiáng)度取決于很多影響因素，主要有：板的幾何尺寸、材料特性、載荷特征、初始缺陷(如初始變形和焊接殘余應(yīng)力) 、邊界條件以及腐蝕的影響、疲勞裂紋等。
The reduction factors derived from curve fitting based on calculation results by the finite element program ( ansys ) considering all kinds of damages such as cutouts , corrosion , cracks , denting , initial deflection and residual stress are introduced to modify the effective width of perfect panel in the present paper
本文考慮板中可能存在孔洞、腐蝕、裂縫、局部撞損和初始焊接變形或殘余應(yīng)力等損傷和初始缺陷，對(duì)不同的損傷形式用有限元程序( ansys )進(jìn)行大量的計(jì)算，通過(guò)曲線擬合的方法引入折減系數(shù)對(duì)完好板格的有效寬度進(jìn)行修正。
In the hogging condition , double bottom and the side shell remain the ultimate bucking strength , deck and upperwing tank remain the yield stress , and the other parts keep elasticity . then the key to calculate the ultimate strength of ship hull girders is to ascertain the ultimate bucking strength of the stiffened panels . in this regard , the developed formulation is designed to be more sophisticated than previous simplified theoretical method for calculating the ultimate strength of stiffened panels under combined in - plane bending and lateral pressure . fabricatio n - related initial imperfections ( initial deflections and residual stresses ) are included in the panel ultimate strength calculation as parameters of influence . all possible collapse modes involed in collapse of stiffened panels , including overall buckling collapse , column or beam - column type collapse , tripping of stiffeners and local bukling of stiffened web are considered
確定了船體梁整體破壞時(shí)的剖面應(yīng)力分布之后，關(guān)鍵在于確定板架的極限屈曲強(qiáng)度。本文充分考慮了在縱向彎曲、橫向壓力作用下加筋板可能發(fā)生的幾種破壞模式，即板架的整體屈曲破壞、梁柱形式的破壞、筋的側(cè)傾、腹板的屈曲并同時(shí)考慮了初始焊接殘余應(yīng)力、初撓度的影響，使其更精確的計(jì)算加筋板的屈曲強(qiáng)度。對(duì)于加筋板中加強(qiáng)筋腹板的局部屈曲，采用解析法推導(dǎo)出筋的腹板的撓度方程及其邊界條件，求解相應(yīng)的方程，從而計(jì)算出腹板的局部屈曲應(yīng)力。

其他語(yǔ)種釋義

initial deflectionとは意味：初期動(dòng)揺｛しょきどうよう｝

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