end moments 中文意思是什麼
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Moments later, luke walton tweaked an ankle at the other end of the court
過了一會兒，沃頓在球場邊扭傷了腳踝。 -
In the calculation of fixed end moments, joints b and c are temporarily locked.
在計算固端彎矩時，臨時鎖住共點B和C。 -
In the end of this thesis, basis on the structure dimension of a specifically submarine, some solutions for strengthening structure are discussed, such as increasing the thickness of shell, reducing the spacing of frames, increasing the bending inertial moments of frame and setting the intermediate stiffer, when the extreme diving depth becomes 450m or 600m. comparing these structure weights, the excellent solution is the lightest structure
本文最後以某核潛艇指揮艙的結構形式作為計算實例，對下潛深度分別增加到450米和600米的情況，選擇增加殼板厚度、縮小肋骨間距、增加肋骨尺寸以及加設中間支骨等加強方案，經分析確定其中結構重量最輕的方案為最佳設計方案。 -
She said that the count had died, as she would wish to die herself, that his end had been not simply touching, but edifying ; that the last interview of the father and son had been so touching that she could not recall it without tears ; and that she did not know which had behaved more nobly in those terrible moments : the father, who had remembered everything and every one so well at the last, and had said such moving words to his son ; or pierre, whom it was heartbreaking to see, so utterly crushed was he, though he yet tried to conceal his grief, so as not to distress his dying father
她說，伯爵正如她意料中的情景那樣去世了，他的死不僅頗為感人，而且可資垂訓。父子最後一次的會面竟如此感人，以致一想起此事她就會痛哭流涕，她不曉得在這令人可怖的時刻，父子二人中誰的行為表現更為出色，是在臨終的時候對所有的事情和所有的人一一回顧並對兒子道出感人的話的父親呢，還是悲慟欲絕為使死在旦夕的父親不致於難受而隱藏自己內心的憂愁的令人目睹而憐惜的皮埃爾。 「 cestpenible ， maiscelafaitdu -
The fixed end moments acting on the member are ignored for the moment.
作用於該桿上的固端力矩暫且都不考慮。 -
The subject of investigation in the paper could make up the deficiency of the beams under loading combined antisymmetric end moments with transverse uniformly distributed load, and supported the reference for researchers and designers in the field
本文還分析了影響受彎構件整體失穩的幾種主要因素，特別是通過大擾度理論分析了「短縮」效應對梁整體穩定的影響，這一影響因素在一般的文獻中很少提及，從而使得這方面研究更加全面。 -
Research the hinged column from same end moments and different end moments. research the frame column from no sway frame column and sway frame column. the paper use model of variety of stiffness divided into five parts, and consider into all sorts of factors
從等偏心距鉸支柱和不等偏心距鉸支柱兩方面分析鉸支柱，框架柱則分成無側移框架柱和有側移框架柱兩種形式進行分析。 -
" during the planning period, there were inevitably some anxious moments as we watched construction progress for the centre s new extension, but everything happened exactly on schedule, and the end result certainly exceeded our expectations
于最初的策劃階段，當時會展新翼的工程進度還是有點令人憂慮，幸好一切都進展得十分順利，令我們喜出望外 -
Firstly the method of rayleigh - ritz and galerkin were adopted to analyze the beams under loading combined antisymmetric end moments with transverse uniformly distributed load theoretically, and the results were compared with that offered by kirby, p. a and nethercot, d. a, it showed that result was approximate and even lower and so to some extent the approach used in the paper is practice. secondly several principal factors that affect the beam stability were analyzed respectively, especially the shortening effect was mentioned scarely in some literature so far. at last, the author adopted the matlab to program the finite element software to analyze numerically, the results derived from it were agreed well with it
本文分別採用了rayleigh - ritz法和galerkin法從理論上分析了反對稱端彎矩及橫向均布載共同作用下樑的等效彎矩系數，並與kirby ， p . a和nethercot ， d . a分析結果進行對比，結果表明本文採用的方法得出的等效彎矩系數與其得出結果比較，在均布荷載與端彎矩比例相差不大時基本接近或偏小，說明此方法是可行的，而當均布荷載與端彎矩比例較大時，應根據均布荷載作用進行彎矩等效方法來計算。 -
But his finest moments were on the defensive end where on consecutive possessions he blocked an jamison 3, sending rafer alston on his way to a particularly slick fast break, and then suffocated caron butler until he took a 24 - second violation
不過他的最佳表現是在防守端的連續表演，他蓋掉了賈米森的三分球，助攻阿爾斯通打出一個流暢的快攻，緊接著他又封鎖了巴特勒造成對手24秒進攻違例。 -
When i think of this end of my moments, the barrier of the moments breaks and i see by the light of death thy world with its careless treasures
當我想到我的時間的終點，時間的隔欄便破裂了，在死的光明中，我看見了你的世界和這世界里棄置的珍寶。 -
In the end, the theory of fractal geometry is applied to the waves propagation and scattering in atmospheric turbulence, and the first and second order moments of the scattering fields are derived by considering the effects of the fractal atmospheric turbulence. the normalized back - scattering radar cross section of a perfectly conducting disk is calculated. the influence of fractal dimension of atmospheric turbulence on the radar cross section is analyzed
本文最後將分形理論引入到湍流大氣中的波傳播和散射領域，導出了分形大氣湍流中光滑導體目標散射場的一階矩和二階矩，以光滑導體圓盤為例研究了湍流大氣的分維對導體目標後向散射截面的影響。 -
The paper concerns about the beams with consideration of residual stress under loading combined antisymmetric end moments with transverse uniformly distributed load, that formula for the linearly distributed moment used in gb50017 - 2003 should be modified for the nonlinearly distributed moment, and kirby, p. a & nethercot, d. a only suggested an empirical formula. therefore, it is of theoretical and practical value to investigate it
對于本文所研究的既有端彎矩又有橫向均布荷載作用且考慮截面殘余應力的梁，由於其沿梁長方向的彎矩是非線性分佈的，上述公式適用性有待進一步研究加以修正。而英國人kirby ， p . a和nethercot ， d . a .也只給出了彎矩非線性分佈梁的等效彎矩系數經驗公式。 -
Subassemblage and prestressed concrete frames are assembled by precast prestressed beams and columns with tendons in the joints of the frames. these beams and columns are hoisted in site and the tendons are passed through the moire pipes. so prestressing force are brought to the joints of the frame. these tendons also can assume the moments at the end of the beams in ordinary condition
預壓裝配式預應力混凝土框架是採用工廠化生產的預制柱和預制預應力梁，運至現場直接吊裝，樑柱就位后，將后張預應力筋穿過樑柱預留孔道，對節點實施預應力張拉預壓。 -
End - users will benefits with this application because they can send mms pictures and text with the original picture, creating unique moments and happiness
終端用戶可以從這個軟體中受利，因為他們可以用它來製作原創的圖片，會給我們的生活帶來不少快樂。 -
Focuses are then put on the flexural torsional buckling analysis of mono - symmetry i - section arches. closed form solutions are obtained for arches subjected to uniformly distributed radial load and to equal and opposite end moments. effects of different laying positions and of asymmetry of cross - section on buckling loads are included
在這個基礎上，對單軸對稱工字形截面拱在均勻受壓和均勻彎曲條件下的屈曲問題進行研究，給出臨界荷載的理論解答；分析了工字形截面不同放置形式和截面不對稱性對拱臨界荷載的影響，並與已有的理論進行比較。 -
Current design codes of the steel structure ( gb50017 - 2003 ) gave the global stability coefficients of beams under loading of the concentrated load / the uniformly distributed load / the end moments, simultaneously offered its modification factors of the linearly distributed moment
現行國家鋼結構設計規范（ gb50017 - 2003 ）給出了集中荷載，均布荷載，以及端彎矩作用下樑的整體穩定系數。 -
In the calculation of fixed end moments, joints b and c are temporarily locked
在計算固端彎矩時，臨時鎖住共點b和c 。
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