梁寬 的英文怎麼說

中文拼音 [liángkuān]
梁寬 英文
deck-siding （of beam）
  • 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...
  1. Based on basic principles of grillage method, an improved grillage model of wide cantilevers bridge deck is brought forth and its effectiveness is verified after generalizing rules of grillage meshing and sectional characteristic

    基於梁格法的基本原理，提出了寬翼緣上部結構分析的改進梁格模型，並總結了梁格單元劃分和截面特性計算的一般方法，最後通過算例驗證了該模型和方法的有效性。
  2. It is the key of ebfs, therefore, furthermore calculation about link are carried out in this thesis, introduced achieved research, summarized the affect of link on whole capability in the first, the second, numerical calculation are proceeded on link with ansys : with the purpose of discussing yielding mode critical length of link, established five different specimens ; with the purpose of discussing the influence of h / tw of web, b / tf of flange and h / b, established eighteen different specimens ; with the purpose of discussing the affect of stiffener, established four different specimens, and elaborated the affect of stiffener on link based on achieved test researches

    因此，本文對耗能梁段進行進一步計算分析，概述耗能梁段對整體性能的影響，並利用有限元程序ansys對耗能梁段進行數值計算：針對耗能梁段的屈服類型建立5種不同長度的模型，計算討論耗能梁段屈服類型的長度劃分；針對耗能梁段腹板高厚比、翼緣寬厚比以及梁段截面形狀等因素共建立了18種模型進行計算分析；針對加勁肋對耗能梁段的作用建立了4種模型，並結合已有的試驗闡述了加勁肋對耗能梁段的影響。
  3. Once upon a time in china ii wong fey hong jet li, martial arts master of the ten tigers sect of kwangtung, arrives in canton with aunt yee rosemund kwan and fu mok siu chung for a convention on chinese and western medicine. at this convention, he meets sun yat sen zhang tie lin and luke john chiang, and there is an immediate mutual respect and shared opinion as to how to help china s development in the world

    黃飛鴻應國際醫學會的邀請，與梁寬，十三姨前赴廣州，因緣際會，碰上民間組織白蓮教，並結下糾紛，白蓮教利用神佛之說，宣揚神功，扶清滅洋，更火燒西洋學堂，黃飛鴻不滿白蓮教殘害無辜，遂出手相救學生，黃更替學生四處奔走，后得革命義士陸皓東之助，寄居英領事館，並結識革命領袖孫文。
  4. Mr. liang is a generous man.

    梁先生是位寬宏大量的人。
  5. Here the hsc of sompa is achieved through adding super - effective water reducer, fined slag and silicon fume, and decreasing the water / cement ratio. by varying the area ( spacing ) of tension bars, compressive bars, vertical links and distribution steel and embedding steel fiber and polypropylene fiber we try to improve the behaviors of reinforced high performance concrete one - way spanning slabs in bending, so that its ductility be greater than 5. with the same arrangement of steel the width of bending member is varied to observe the effect of the width / depth ratio on the ultimate compressive strain of concrete

    通過變化受拉筋含筋率和受壓筋、箍筋（鉤筋、分佈筋）含量，或摻加纖維使之成為鋼纖維高強混凝土（ sfrhsc ）和聚丙烯纖維高強混凝土（ pfrhsc ） ，對高強混凝土雙筋截面梁、板的受彎性能進行了試驗研究，試圖改善高強混凝土受彎構件的延性，使其延性比大於5 ；並在相同配筋情況下，通過變化截面寬度，研究了高強混凝土受彎構件的寬高比對壓區混凝土極限應變的影響；並對試驗構件的裂縫發展情況進行了觀測。
  6. Through the analysis we found that the effect will become more obviously with the increase of thickness or width of superstratum and the decrease of the coefficient of foundation bed ; ( 3 ) anisotropy and nonlinear elastic f. e. m. model has been established and the effect of stress dispersion in compound two - layer foundation was analyzed on the base of the model. from the analysis we can conclude that the coefficient of subsidiary stress dispersion will amplify with the increase of thickness or width or stiffness of back - up coat ; ( 4 ) the formula which can be used in conventional calculation has been deduced for calculating the coefficient of subsidiary stress dispersion and it also has been affirmed to be reasonable through the checking calculation ; the whole theory of compound two - layer foundation has been brought forward in this paper and it ' ll enrich the theory of composite foundation

    針對以上問題本文做了以下一些工作並得到若干結論： （ 1 ）提出了「復合雙層地基」的概念，並通過工程實例證明此概念的提出有其合理性和必要性； （ 2 ）用彈性地基梁理論證實了復合雙層地基確有應力擴散效應，且擴散效應隨上覆硬層厚度、剛度的增加而增大，隨下臥層基床系數的增大而減小； （ 3 ）建立了非線彈性、各向異性有限元模型，並以此為基礎分析了復合雙層地基的應力擴散效應，得到附加應力系數隨加固層厚度、寬度、剛度的增加而增大的結論； （ 4 ）推導了可用於常規計算的復合雙層地基應力擴散系數公式，並代入工程實例進行了驗證。
  7. Through the dry and wet cycling experiment on unmarred beam and pre - cracked beam, the position of initial corrosion and influence of crack on the reinforcing bar corrosion are studied in this paper both the flexural bearing capacity performance and the material mechanical performance of the beams are studied on the test of full scale concrete beam a model of 3d fem is established to simulate the state of the actual full - sized rc beam and electronic accelerating test beams, computational results and test results are compared

    通過對混凝土梁的干濕循環試驗，研究了在混凝土梁中的鋼筋初始銹蝕情況，以及不同寬度的裂縫對于鋼筋初始銹蝕的影響。通過對足尺銹蝕混凝土梁的試驗，研究了混凝土梁在海洋環境侵蝕作用下的材料性能的變化和抗彎承載能力的變化。
  8. 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。
  9. Also, the thesis calculate and analysis the transverse deflection of steel box girder deeply in multiple factors. firstly, the article introduced the calculative methods and theory of local stress and strain of bridge structure. then program software system of finite element method was introduced. after that, the influential factors to the calculatial result and their values were analysed and suggested

    本文首先介紹了橋梁結構局部應力應變計算理論和方法，對有限元計算程序進行了介紹，然後分析了縱橫隔板設置、梁高及梁寬變化等因素對鋼箱梁橋面板在恆載作用下的橫向撓度的影響，並將這些計算結果進行對照分析，從而找出了影響橋面板橫向撓度的主要影響因素，並得出了相應的數值可供工程實踐參考。
  10. In cross section the total deck width is 1158 ft with the torsionally rigid spine box girder having a width of 39 ft 4 in.

    橫斷面上，橋面總寬1158英尺，其中具有抗扭剛度的脊骨箱梁寬39英尺4英寸。
  11. The master of martial arts

    黃飛鴻之鐵膽梁寬
  12. In cross section the total deck width is 1158 ft with the torsionally rigid spine box girder having a width of 39 ft 4 in

    橫斷面上，橋面總寬115 8英尺，其中具有抗扭剛度的脊骨箱梁寬39英尺4英寸。
  13. Kwan tries to save her by fighting against master yen, but he is no match for yen and the viscious triads, and is caught and severly beaten

    梁寬欲救，被嚴痛打，黃飛鴻帶牙擦蘇林世榮凌雲楷飛馳而至。
  14. Andy lau tak - wah is " fat rong " in the return of wong fei hung ! this mega icon, together with ken tong chan - yip and yammie lam kit - ying, leads to you

    一場賀誕爭奪招?牌盛會里，林世榮劉德華與梁寬董瑋技驚四坐，得
  15. Under selfgravity and secondary dead load, the wide steel box girder cable - stay bridge has a large deflection in transverse

    梁寬較大的斜拉橋鋼箱梁在自重和二期恆載的作用下，在橫橋向有著較大的撓度，在設計中必須予以考慮。
  16. Not only the load is considered, but also the distance, the span, the wide and the percent of the reinforcement is considered. the chosen section is also meeted the stiffness

    該公式不僅考慮到荷載大小、而且考慮了梁格的間距、跨度、梁寬、以及梁的配筋率等因素，且所選截面滿足剛度要求。
  17. Starring in over 300 films, he was at once an ubiquitous presence and a beloved personality. he excelled in playing heroes in genre films, best remembered for his turns in martial arts movies and crime films

    他于數十部黃飛鴻電影中扮演黃師父的弟子梁寬，后來在不少武俠經典中飾演大俠，其精明勇悍的華探長形象亦深入民心。
  18. Other than the masters wong qi - ying and wong fei - hung, what springs to your mind when the " bao zhi lin " is mentioned should well be the name of the three disciples : ya shua su su the bunny teeth, zhu rou rong rong, the fat pork and liang kuan

    一場賀誕爭奪招?牌盛會里，林世榮劉德華與梁寬董瑋技驚四坐，得鴻賞識收為徒弟，在寶芝林學武。榮本與歐陽菁菁藍潔瑛為愛侶，但榮不解溫柔，又忙於練武，因而冷落菁。
  19. Results after oral administration of gukangning capsule, the mean trabecular plate density, the mean trabecular plate thickness and the trabecular bone volume, bmd and maximum strain of the rats, were significantly increased more than that of the osteoporotic model ( p < 0. 05 )

    結果經骨康寧治療后，骨質疏鬆大鼠的平均骨小梁數、平均骨小梁寬、骨皮質指數、股骨骨密度、股骨的最大變形能力等增加，並明顯高於骨質疏鬆組（ p < 0 . 05 ） 。
  20. 4. the elementary analysis about the geometrical parameter influences of plate thickness and breadth of rib beam on mechanical properties of the thin - wall core box cast - in - site concrete hollow floor is also made. a single geometrical parameter on mechanical properties of such floor system is set forth and the fitting scale for these parameters is determined to provide the reference when designing

    4 、對影響薄壁箱體現澆混凝土空心樓蓋內力和變形的板邊梁寬度、肋寬、肋間距、板厚等因素進行了分析，討論了單一幾何參數對該樓蓋受力性能的影響規律，提出這些參數適宜取值范圍，為對這種樓蓋進行設計時提供參考。
分享友人
分享到 Line

分享到臉書