有限長梁 的英文怎麼說

中文拼音 [yǒuxiànzhǎngliáng]
有限長梁 英文
finite beam
  • 有 : 有副詞[書面語] （表示整數之外再加零數）: 30 有 5 thirty-five; 10 有 5年 fifteen years
  • 限 : Ⅰ名詞（指定的范圍; 限度） limit; bounds Ⅱ動詞（指定范圍, 不許超過） set a limit; limit; restrict
  • 長 : 長Ⅰ形容詞1 （年紀較大） older; elder; senior 2 （排行最大） eldest; oldest Ⅱ名詞（領導人） chief;...
  • 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...
  • 有限 : limited; restricted; finite; a little; not much
  1. In fact, throughout the years, numerous graduates have become leaders and professionals worldwide. for example, aesthetician mr. chu hwan - tsien ba 1923, hondlitt 1985 ; mrs rita fan hsu lai - tai bsc 1966, president of the sar legislative council ; mr rafael hui si - yan ba 1970, chief secretary for administration ; mrs anson chan ba 1962, honlld 1996, previous chief secretary for administration ; mr antony leung kam - chung bsocsc 1973, previous financial secretary ; ms elsie leung oi - sie llm 1988, previous secretary for justice ; mr. chan cho chak ba1964 dipms 1971, managing director of the kowloon motor bus co 1933 ltd

    建校以來，畢業生遍布海內外著名企業機構並在財經工商文教社政醫學科研等各界別擔當領袖，例如：美學家朱光潛文學院香港特區立法會主席范徐麗泰理學院香港特區政務司司長許仕仁文學院香港特區前政務司司長陳方安生文學院香港特區前財政司司長梁錦松社會科學學院香港特區前律政司司長梁愛詩法學院及九巴士有限公司董事長陳祖澤文學院等。
  2. A 2 - d fem program is designed to simulate and compute thermal - creep - stress field in a long beam on batholith and taipu river pumping station. some conclusion available in designing and construction are presented

    編制了平面有限元程序，模擬計算了巖基上長梁和太浦河泵站工程的溫度徐變應力場，得出一些對工程設計和施工有益的結論。
  3. 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。
  4. In this paper, a high performance sma system applied to steel bridge deck is put forth in allusion to the pavement project of the wuhan junshan yangtze river highway bridge. it comprises steel slab, zn coating layer, closing layer, adhesive, pre - mixed asphalt stone and dual layer sma from bottom to top. it is based on the fea results of the forces and deformation of the pavement layer by means of the algor feas, according to this bridge ' s traffic and the ambient temperature varying range of the pavement layer

    本文針對武漢軍山長江公路大橋鋼箱梁橋面鋪裝工程，從鋪裝層環境溫度變化范圍、交通量等使用條件出發，在用algorfeas有限元分析軟體分析鋪裝層受力變形基礎上，提出了（即鋼板+金屬鋅塗層+封閉層+粘接劑+預拌瀝青碎石+雙層sma ）的高性能鋼橋面sma鋪裝體系，並對這種sma的組成材料，包括改性瀝青、集料、礦粉、纖維進行了比較研究，設計了這種sma的配合比，對sma混合料的性能進行了對比試驗，對這種sma方案進行了疲勞性能研究，驗證了所選擇sma方案的可行性。
  5. As an example, the space analysis model about the wuhu changjiang river bridge is done and the internal forces about the wuhu changjiang river bridge due to dead load and lived load are analyzed. 2. the vibration analysis of the long span plate - truss composite cable - stayed bridges

    文中以蕪湖長江大橋為例，建立了該橋的空間有限元分析模型，並重點分析了該橋在自重恆載作用下的結構內力及車輛荷載對橋梁結構內力的影響。
  6. According to eigenvalue equation ( general formula ) of the energy method of the plane steel frame structure stability, and considering the restriction of the end of the column of the main steel frame and function of deflection curve gained from the differential balance equation general resolution, we get the equation for calculating the length coefficient of the main frame structure stability of the steel arch gate and the resolutions are also given

    根據平面剛架穩定性能量法特徵值方程（通式） ，考慮弧形鋼閘門主框架柱的柱端約束的特殊情況，求出撓曲線函數（試解函數）通解，得到弧形鋼閘門主框架柱穩定性計算長度系數方程。其中弧門主框架主橫梁式形框架的臨界荷載比較現行規范推薦的有限元法簡單方便、結果精確及物理概念明確等優點。
  7. The programme has indeed shown the strength of our mba alumni network. " i am very touched with the continuous support from our star alumni, " said mr armstrong lee, managing director of worldwide human capital consulting limited and chairman of the mentorship programme committee. " they have generously contributed their valuable time and experience to help nurture hong kong s future business leaders.

    中大mba星級校友學長計劃委員會主席及環球人才顧問有限公司公司董事總經理李漢祥先生表示：學長計劃得到校友們的熱烈支持，他們均慷慨地奉獻他們寶貴的時間及經驗參與這個計劃，為培育香港未來的社會棟梁而努力，我實在非常感動。
  8. These four ship ' s class societies all use two holds length finite element modal near the central section. they mesh the finite element modal mainly according to the distance of longitudinal frames, we call this fine mesh finite element modal. the elements in the modal are mainly shells and beams

    這四家船級社相同之處是都採用了船舯附近的兩艙段長的有限元計算模型，有限元模型單元的劃分主要依據縱骨間距和肋距，即所謂的細網格模型，結構單元以板殼單元和梁元居多。
  9. The company is capable to design and manufacture all alone all kinds of containers and flow office con | ainers, and as request make structurally special enntainers and flow office containers, such products with large capacity and extra height and lcngth as steel containers, ventilators, open top containers, open side containers, eqnipment containers for special purpose, office maintenance containers, living containers, rush bin, toilet case, watch house - ease, containers for dining hall, 2 in 1 or 3 in l office compound meeting room, collapsible containers, and other containers and flow office containcrs of distinct sizes

    佛山市南海平洲友利集裝箱有限公司能自行設計製造各類集裝箱及流動辦公室箱，也能按客戶要求製造特殊構造的集裝箱及辦公箱，如大容積超高超長的鋼質集裝箱、通風箱、開頂箱，側開門箱、設備專用箱、辦公裝修箱、住宿箱、垃圾箱、廁所箱、值班室箱、飯堂用箱、二合一或三合一組合辦公會議室箱、裝拆箱及其他不同尺寸的貨箱及辦公箱和集裝箱專用部件、八字板、頂板、側板、低橫梁、角柱頭等。
  10. This connection was initiated in 2005 by mr. chen mang, chairman of caissa touristic group ag, together with the cosco europe gmbh, china classification society and china shipping europe holding gmbh

    這座橋梁是在2005年由凱撒旅遊集團董事長陳茫先生提議，聯合中國海運集團，船級社和中遠歐洲有限公司共同搭建的。
  11. Influence of soil body behind the abutment stress distribution and stress carry - over length due to different coefficient of friction is analysised, through the experimental results and the space finite element analysis results of the model, actual measurement results tally with the computing results well. ( 4 ) new type semi - integral abutment bridge is from optimization design of conventional abutment bridge - dashuiting middle bridge. not only bridge at both ends

    分析了不同摩阻系數對臺後土體應力分佈和應力傳遞長度的影響，並對試驗結果和有限元分析進行了對比，實測結果和計算結果吻合良好; （ 4 ）將有縫橋-大水町中橋優化設計為新型半整體式無縫橋，橋梁兩端均不設伸縮縫，路面也不設任何接縫。
  12. Also the modeling of the super - length tall buildings is provided. the whole structure of super - length tall buildings is chosen as an object of study, and a worldwide used large - scale structural analyzing program named super sap93 is also chosen to decentralize the structure into elements. the beams and columns of the structure are modeled as dimensional beam components, and the floor slabs and sheer walls are modeled as dimensional slab components

    本文以超長高層建築整體結構為研究對象，採用國際通用的大型結構分析程序supersap93對超長高層建築結構進行有限元離散，結構的梁和柱採用空間梁單元模型，樓板和剪力墻以及筒體結構採用空間板單元模型，建立實用的超長高層建築結構整體結構分析模型。
  13. With the steps of reformation and opening up, having experienced rains and winds of over ten years, nowadays the company has become a comprehensive garden sculpture company integrating stone carving, stone inscription, sculpture of stainless steel, rockery, fountain, pavilion and green of corridor park

    東磊園林雕塑工程有限公司，位於中國雕刻之鄉山東省莒南縣，公司始建於90年代初，伴隨著改革的步伐走過了十多年的風雨歷程，昔日小樹終成棟梁。如今已發展成集石雕石刻金屬不銹鋼雕塑假山噴泉涼亭長廓園林綠化為一體的綜合性園林雕塑公司。
  14. This paper, in allusion to damage of expansion joint of bridge, introduces a sort of new structure of jointless device - semi - integral abutment jointless bridge, and establishes model of general structure finite element of this bridge, and in details analyses its qualities of stress. the model considers the interaction of superstructure - substructure - soil. resistance of the soil behind abutment adopts still soil pressure and elastic resistance when the temperature rising, but active soil pressure when dropping. analysis of qualities stress of bridge includes of action of dead load, car load, temperature load of season character. taking an 100m length pc semi - integral abutment jointless bridge as instance, the paper establishes the model of plane frame by applying large common software - anasys, and analyses it by elastane and large deformation to imitate character of stress and deformation of general bridge. at the same time corresponding models of finite element of joint bridge and integral abutment bridge are established, and unique stress and performance of structure of semi - integral abutment jointless bridge are researched by comparing and analysing character of three different models under same loading, and controlling factor of design and constitution are generalized. in conclusion, for semi - integral abutment jointless bridge, on one hand shear, moment and deflection of the main beam and axis force of substructure are approximate with that of joint bridge, and integral stifmess of structure is increased and damage of expansion joint is eliminated, on the other hand there is axis force in main beam, shear and moment of substructure are bigger than that of joint bridge. in all this type of jointless bridge has rational stress and is worth of application and popularization

    半整體式橋臺無縫橋梁計算模型考慮了上部結構-下部結構-土的共同作用；臺後土抗力升溫時採用靜止土壓力加彈性土抗力，降溫時採用主動土壓力；分析橋梁受力性能時考慮了結構自重、車輛荷載和季節性溫變荷載的作用。以一座橋長100mpc半整體式橋臺無縫橋梁為實例，採用大型通用軟體ansys建立平面框架模型，進行彈性、大變形分析，模擬全橋受力和變形特點；同時建立與此對應的有伸縮縫橋梁和整體式橋臺無縫橋梁有限元模型，通過三種橋型同步加載對比分析，研究半整體式橋臺無縫橋梁獨特的受力特點和結構性能，總結其設計控制因素和構造要求。通過本文研究知：半整體式橋臺無縫橋梁主梁的剪力、彎矩、撓度和下部結構的軸力與梁式橋相近，結構整體剛度增大，併除去了伸縮縫病害；但主梁增加了軸力，下部結構剪力、彎矩較梁式橋大；綜合分析是一種受力合理有實踐和推廣價值的橋型。
  15. Taking su - tong yangtze river bridge for example, by using fem, some local relative deformations of steel box girder are analyzed ; and the influence on the construction control is studied

    以蘇通長江大橋為例，用有限元模型分析了懸拼階段鋼箱梁產生相對變形的3種形式以及這些變形對橋面標高控制的影響。
  16. The secretary for economic development and labour, mr stephen ip, together with the director of marine, mr. tsui shung - yiu, and leading representatives of the shipping industry : group chairman of imc group, mr frank tsao ; group chairman of tai chong cheang steamship company hong kong limited, mr koo kou - hwa ; and chairman of island navigation corporation international limited, mr liang ming - hang, are now in japan to promote hong kong s maritime industry and the hong kong shipping register hksr

    經濟發展及勞工局局長日本推廣香港航運業經濟發展及勞工局局長葉澍聯同海事處處長崔崇堯，及本港航運界多名代表，包括萬邦集團集團董事長曹文錦泰昌祥輪船香港有限公司集團董事長顧國華，和金山輪船國際有限公司董事長梁敏行，現正在日本訪問，推廣香港航運業和香港船舶注冊。
  17. The secretary for economic development and labour, mr stephen ip, together with the director of marine, mr. tsui shung - yiu, and leading representatives of the shipping industry : group chairman of imc group, mr frank tsao ; group chairman of tai chong cheang steamship company hong kong limited, mr koo kou - hwa ; and chairman of island navigation corporation international limited, mr liang ming - hang, are now in japan to promote hong kong s maritime industry and the hong kong shipping register

    經濟發展及勞工局局長日本推廣香港航運業經濟發展及勞工局局長葉澍?聯同海事處處長崔崇堯，及本港航運界多名代表，包括萬邦集團集團董事長曹文錦、泰昌祥輪船（香港）有限公司集團董事長顧國華，和金山輪船國際有限公司董事長梁敏行，現正在日本訪問，推廣香港航運業和香港船舶注冊。
  18. In chapter 2, proposes an analytical model to the grillage girder, and then establishes its equations by force method. for the primary structure, the upper longitudinal beam is regarded as the finite length continuous girder by elastic point supporting, and the lower cross girder is regarded as the finite length beam on elastic foundation. a computing program is made by qbasic language

    第二章主要提出了彈性支承交叉梁系模型，用力法建立了結構靜力求解方程，基本結構的處理上，上層縱梁視為有限長點支承連續梁，下層橫梁視為有限長彈性地基梁，用qbasic語言編制了求解程序。
  19. For those, this thesis constructions the hermite b - spline bases scale functions with boundary conditions on the interval. combining with garlerkin method, the steps are given to solve differential equation, as an example, it is used to deal with finite - length beam and plate problems

    鑒于以上的原因，本文構造了滿足西安建築科技大學博士學位論文區間上邊界條件的hermiteb一樣條尺度函數基，提出galerkin法求解格式，並應用於彈性地基上有限長梁和板問題，給出了數值結果。
  20. On the classification of elastic foundation beams with finite length

    關于有限長彈性基礎梁的分類
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