文克爾 的英文怎麼說
中文拼音 [wénkèěr]
文克爾
英文
wencker-
Mr. winkle looked up at the declining orb.
文克爾先生抬頭看看落日。Athrill passed over mr. winkle's frame.
一陣顫栗掠過文克爾先生的身體。Mr. winkle was always remarkable for extreme humanity.
文克爾先生向來以大慈大悲出名。In another quarter of an hour the stranger was completely arrayed in a full suit of mr. nathaniel winkle's.
一刻鐘內，陌生人已經用那生聶爾文克爾先生的一套禮服打扮齊全了。In another quarter of an hour the stranger was completely arrayed in a full suit of mr. nathaniel winkle ' s
一刻鐘內，陌生人已經用那生聶爾?文克爾先生的一套禮服打扮齊全了。On the basis of predecessor work, the thesis developed fem program of the pile under lateral load, which is based on winker ground model, and m method is introduced into fem program. the calculation values is closed to the results of field and laboratory model experiment, the finite elment method is verified
在前人所做工作的基礎上編制了基於文克爾地基模型的有限元計算程序，將水平承載樁的「 m法」引入計算程序中，並用現場試驗資料和本文的模型試驗結果與數值計算結果進行了對比，結果表明較為吻合，驗證了程序分析pcc樁水平承載的正確性和可靠性。"the consequences may be dreadful, " said mr. winkle.
「結果也許是很可怕的，」文克爾先生說。"i beg you won't mention it, sir", said mr. winkle.
「我請你不要介意了，先生」，文克爾先生說。The sadness of the scene imparted a sombre tinge to the feelings of mr. winkle.
景象的凄涼，使文克爾先生的心情帶上了陰暗的色調。" the consequences may be dreadful, " said mr. winkle
「結果也許是很可怕的， 」文克爾先生說。Consequently, on the basis of non - winkler foundation model, a finite - element method that utilizes foundation flexibility matrix into iterative calculation is proposed in this paper originated from the item " the optimal design theory and research of pile capping beam " sponsored by natural science fund of hunan province, which the continuity of soil mass can be accounted for under various boundary conditions, different loadings and irregular beam characters
本文結合湖南省自然科學基金項目「樁基承臺梁優化設計理論與方法研究」 ，針對非文克爾地基（半空間、線性變形層或單向壓縮層地基模型等）上的樁基承臺梁，提出一種利用地基柔度矩陣來進行迭代的有限單元法，可充分考慮梁下土體的連續性，並對基礎與土體脫開、承臺梁截面變化、梁體邊界條件復雜、上部荷載類型變化以及梁下基樁承載力差異等情況進行分析計算。But this method could n ' t reflect the influence of the variance of pile capacity on capping beam internal force and the partaking of soil to the load. combined with the item " the optimal design theory and research of pile capping beam " financed by natural science fund of hunan province, a new method which can consider the pile - soil interaction and tide over the disfigurement of the winkler soil model is used to adjust the foundation base reactions in this paper. by this method, the proper solution about the internal force of capping beam can be achieved and the relative stiffness and the relative position of soil spring are thought out well
本文結合湖南省自然科學基金項目「樁基承臺梁優化設計理論與方法研究」 ，考慮梁下土體和基樁對承臺梁的共同作用，提出了能對梁下地基反力進行自動調整的一種新型方法，其克服了文克爾地基模型所存在的缺陷，該法在調整過程中，充分考慮了梁下各土體彈簧之間的相對剛度，相對位置，更接近承臺梁的實際工作情況，有利於獲得承臺梁內力的正確解答。"a written apology!" repeated mr. wrinkle, in most emphatic tone of amazement possible.
「書面的道歉！」文克爾先生重復他的話說，聲調驚訝且具強調的意味。"if i fall, " said mr. winkle, "or if the doctor falls, you, my dear friend, will be tried as an accessory before the fact. "
「假如我死了，」文克爾先生說，「或者是那醫生死了，那麼你，我親受的朋友，就要作為從犯而受到審判。」Simultaneously, the thesis discusses the calculation theory and analysis method for beam on elastic foundation, and gives an in - depth discussion on each calculation model of beam on elastic foundation, including elastic theory model, wenker theory model, spring - system connected with flexible line model and double - foundation - bed coefficient model etc. the deficiency of elastic foundation finite element method of deep excavation timbering system presently is pointed out via the detailed investigation to the elastic foundation finite element method calculation theory and implement process based on wenker theory model
同時，本文論述了彈性地基梁的計算理論和分析方法，深入討論了彈性地基梁的各種計算模型，其中包括彈性理論模型、文克爾理論模型、用彈性柔線聯結的彈簧系模型、雙基床系數模型等。通過詳實地分析建立在文克爾理論模型基礎之上的彈性地基有限元法計算原理和實施過程，指出當前深基坑支護體系彈性地基有限元法的不足。Abstract : on the basic assumption of wencal, using pre - param eter method, the equation calculating multi - element beam of different section and ela sticity modulus on different groundsill are given in this paper. the programming language is qbasic. the results of example show that the calculation is correct and reasonable
文摘:依據文克爾基本假定，利用初參數法推導出不同地基及不同地基梁截面彈性模量的多單元彈性地基梁計算公式，並用已編制的qbasic語言計算程序，通過實例計算，結果正確、合理After acquainting myself with the research status with regard to beam on two parameter foundation about the computational method, mechanic performance, damage assessment, similitude theory, several aspects will be studied in this paper : ( 1 ) whereas most of the existed researches are based upon winkler ( one - parameter ) foundation model, this paper discusses the computational methods of beam on two - parameter foundation, and compare the different methods with each other
在較為充分地了解了國內外對雙參數地基上樑的計算方法、力學性能、破損評估、相似性理論應用的研究現狀后，本文主要對以下幾個方面進行研究： （ 1 ）鑒于已有研究多基於文克爾（單參數）地基模型，本文對雙參數地基上樑的計算方法（靜力和動力）進行了較為深入的研究，並對各種計算方法進行了比較。Winkler foundation model
文克爾地基模型" if i fall, " said mr. winkle, " or if the doctor falls, you, my dear friend, will be tried as an accessory before the fact.
「假如我死了， 」文克爾先生說， 「或者是那醫生死了，那麼你，我親受的朋友，就要作為從犯而受到審判。 」( 2 ) in order to reflect the character of deformation of soil precisely, the modulating coefficient * ~ is introduced in this paper, so the mutilayered elastic half space model and winkler model are united, then a method to gain ~ which can be applied in practical situation is illuminated
（ 2 ）為更好的反映地基土的實際變形擴散特性，本文引用了修正系數的概念，從而把多層彈性半空間地基模型和文克爾地基模型統一起來，並提出了一種可供工程實用的的確定方法。分享友人