梁充 的英文怎麼說

中文拼音 [liángchōng]
梁充 英文
liang chang
  • 梁 : 名詞1 （屋架中架在柱子上的長木） beam 2 （通常也指檁） purlin 3 （橋） bridge4 （物體中間條狀隆起...
  • 充 : Ⅰ形容詞（滿; 充足） sufficient; full; ample Ⅱ動詞1 （裝滿; 塞住） fill; charge; stuff 2 （擔任; ...
  1. The consequence is, when the majority of structure does n ' t enter yield habitus, but the position of belly - board has been reached the ultimate habitus, it lead to material waste of the other positions, we should pay attention to the disastrous result it will bright to us

    它帶來的後果就是當結構的大部分處于彈性狀態時，箱梁腹板處由於剪力滯效應一般最先達到強度極限狀態，導致腹板間材料的抗力沒有得到充分的使用，如不引起重視會帶來災難性後果。
  2. The chamber to the right is dedicated to the righteous members of the clan. the whole building is exquisitely decorated with fine wood carvings, polychrome plaster mouldings, and murals of auspicious motifs, fully reflecting the superb craftsmanship of the old days

    建築物的祖龕、斗拱、橫梁、檐板及墻頭均飾有精緻的木刻、彩塑及壁畫，圖案的題材均寓意吉祥，充份反映了昔日工匠的精湛技藝。
  3. The work done in this paper is mainly as follows : ( 1 ) the wide beam should intrude to the wall at some length to make the flexural stress uniform along beam section width, thus make full use of the beam ' s bearing capacity and avoid the shear failure in the concrete joint. and it also prevents stress focus and concrete crack in the local shear wall

    關于寬梁與薄墻肢節點，可以得出以下幾點初步結論：寬梁應該深入墻肢一定的深度，以使寬梁截面的彎曲應力沿著梁截面寬度分佈均勻，充分發揮寬梁的抗彎能力，同時避免節點區混凝土的剪切失效，也避免剪力墻的局部因為受到的應力過大而拉裂。
  4. 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。
  5. 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。
  6. From the 1950 s to the 1970 s, hong kong was able to achieve industrialisation early and establish itself as the bridge for regional economic and trade co - operation through its geographical location. one of the main reasons for our success was china s closed - door policy and, excepting japan, the less advanced state of development in the asia - pacific economies in general

    上世紀五十年代至七十年代，香港能夠率先實現工業化，並以其超然的地位充當了區域經貿合作的橋梁，其中很重要的一個原因，是當時祖國內地沒有開放，而除日本外，亞太地區普遍經濟發展水平仍然較低。
  7. The experimental study of twelve push - out specimens with different hole molds and different materials filled in holes and two composite steel - fdpcp ( full - depth precast concrete panels ) beams of a full shear connection and different hole mold, as well as a composite steel - fdpcp beams of a partial shear connection and square holes was conducted in this paper, the authors gain following results : three composite steel - fdpcp beams all have good composite action and perfect work behaviors as a whole and the composite steel - fdpcp beams is a new - style structure which should get further research and development

    摘要對12個不同預留孔形、孔內不同填充材料的推出試件及2根不同預留孔形的完全剪力連接與1根部分剪力連接的鋼混凝土預制板組合梁進行了試驗，結果表明，只要預留孔形設計合理，灌孔混凝土強度得當，鋼混凝土預制板組合梁就具有良好的組合效應和整體工作性能，是一種有發展前途和廣泛應用領域的新型組合結構。
  8. " since the impact on the natural topography and vegetation on hei ling chau will be minimal, the conservation potential of hei ling chau and the nearby sunshine island will not be affected, " the spokesman said. he added that the bridge would run from the northwest corner of hei ling chau to the eastern end of mui wo ferry pier road at mui wo

    發言人補充說：擬建的渡海橋梁會從喜靈洲的西北角伸延至梅窩的梅窩碼頭路東端，優點是對梅窩現有和計劃中的土地用途、南大嶼郊野公園及陸上和海洋生態的影響輕微，這個方案亦不會影響梅窩的現有考古地點。
  9. " martial arts butterfly lovers " by the hong kong film companies as the united states and asia this year, the focus of large, this machucheng directed by the ancient costume films, although titles in the " butterfly lovers ", but in fact the young martial arts is a brand - new, full of new ideas and there are gimmicks, wu and ejiao are popular idols, from this new portfolio assigned them in an attempt to catch the eyes of young ethnic, shuzhi this has happened indecent photographs storm

    《武俠梁祝》被香港美亞電影公司視為今年的重點大片，這部由馬楚成執導的古裝電影，雖片名中有「梁祝」 ，但其實是全新的年輕武俠，充滿新意且有噱頭，吳尊與阿嬌都是人氣偶像，由這對全新組合挑大樑，企圖捉住年輕族群的目光，孰知此時竟發生不雅照片風波。
  10. 3. the parameters of steel frame with infill which affect the lateral, resistant ability, such as panel ratio, frame - to - panel connectors, frame - to - panel interface friction, gap between panel and frame and mortar joint bond and friction were discussed. it is emphasized that the reduced location, shape and dimension is very important for the function of dog - bone reduced beam flange and must be paid more attention

    對填充墻高寬比、填充墻與鋼框架抗剪連接件、內填充墻與框架梁空隙、填充墻開洞和鋼框架與內填充墻界面摩擦等影響填充墻鋼框架抗側力性能的因素進行了討論，並指出設計中考慮這些影響因素對于達到預期的設計目的是至關重要的，必須予以重視。
  11. From above analysis, it is proved that, because the internal force distribution of cast - in - situ concrete hollow floor is notably different to that of waffle slabs, designed as grillage beams and reinforced by these results, the technical advantage of this structure may not be exerted sufficiently so that leading to the increase of reinforcement

    通過以上分析證實，由於現澆空心樓蓋的與肋梁樓蓋具有顯著不同的內力分佈規律，現澆空心板按梁格進行計算並配筋，將不能充分發揮該結構的技術優勢，導致配筋量的增加。
  12. 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的剖面應力分佈之後，關鍵在於確定板架的極限屈曲強度。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生的幾種破壞模式，即板架的整體屈曲破壞、樑柱形式的破壞、筋的側傾、腹板的屈曲並同時考慮了初始焊接殘余應力、初撓度的影響，使其更精確的計算加筋板的屈曲強度。對于加筋板中加強筋腹板的局部屈曲，採用解析法推導出筋的腹板的撓度方程及其邊界條件，求解相應的方程，從而計算出腹板的局部屈曲應力。
  13. Based on the inductive analysis to theories, aimed at perfection to software development, the paper expands three modules to the bridge software bridge master about to be developed - - data input system, creep and shrinkage analysis model and pre - stress analysis model

    本文以理論歸納分析為基礎，以軟體開發完善為目的，對擬開發的橋梁軟體bridgemaster擴充了三大模塊? ?數據輸入系統、徐變收縮分析模塊及預應力分析模塊。
  14. The multi - tier rack using the pole of shelf as the shelf as the supporting of the floor, the floor may be two or three

    擱樓的貨架不但是保管物料的場所，而且是上層建築承重梁的支撐。靈活設計成二層、多層、充分利用空間。
  15. Bridges, tunnels, and skyscrapers under construction can also be dangerous places to work

    橋梁，隧道，以及摩天大廈的施工場所也充滿危險。
  16. The bridge researched in this paper has same length and width as jiangyin bridge

    這種新的橋梁結構體系把這二者的優勢充分結合起來。
  17. In particular, for the revised version of the code which will cover bridges with span beyond 150 m, this thesis provided necessary theoretical arguments as well as convenient analysis means

    尤其是將規范涵蓋的橋梁跨度范圍擴大到150m以上時，給出了充分的理論依據和方便的計算手段。
  18. The company locates beam 15 kilometers in the city south of mountain county, the company mainly conducts a second - hand grease equipments, refinement oil equipments, immersing an oil equipments, the cotton processes an equipments, preparing to squeeze machine, the machine of flaking, the color pulls an oil equipments. grease chemical engineering equipments etc. the source is ample, the specification is well - found, often the year stock on hand supply, the business spreads over the whole whole country

    公司位於梁山縣城南15公里處，公司主要經營二手油脂設備、精煉油設備，浸油設備，棉花加工設備，預榨機，軋胚機，色拉油設備.油脂化工設備等.貨源充足，規格齊全，常年現貨供應，業務遍及全國各地。
  19. On basis of the producing fact of kiu ming heavy machine ltd, the author get much fact material through inner research, and presents a imagine of new corrugated - web structure of overhead traveling crane. through enough compare and argumentation, this paper presents using sine curve as corrugated sheet of web

    作者根據昆明重機股份有限公司的生產實際，深入調查研究，在掌握大量生產應用實際的資料基礎上，提出了橋式起重機的箱形主梁的新型波形腹板結構的設想，並在充分比較和論證的基礎上提出了以正弦曲線波形作為腹板的波形。
  20. During the 3d finite element calculation, try to simulate different procedure of the construction ( like sunk well in - filling, main cable erection, box girder hoist, bridge flooring and opening to traffic ). and then, reveal the regulation of deformation and displacement on the foundation and soil during different period. after got these, this thesis put great attention on the analysis of the reason which cause the horizontal displacement of the cable saddle, as well as the regulation of the pressure ' s changing in the soil located on the front side of the sunk well foundation

    在三維有限元計算中，對不同工況（沉井充填、錨體澆築、主纜架設、箱梁吊裝、橋面鋪裝以及通車運營）下的施工過程作了模擬，全面揭示了各工況下錨碇沉井基礎與地基土的變形變位規律，著重分析了影響散索鞍水平位移的因素以及不同工況下沉井前測地基土水平向抗力變化規律，並提出了不同深度地基土水平向抗力與水平位移間的擬合關系。
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