系梁 的英文怎麼說

中文拼音 [xìliáng]
系梁 英文
binder
  • 系 : 系動詞（打結; 扣） tie; fasten; do up; button up
  • 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. Probe into the construction of the underwater collar beam of the high - pressure jet grouting pile

    高壓旋噴樁施工水下系梁的探討
  2. The main components of the latter are multi - rib sandwich panels, including floor slabs and wall slabs. reinforced concrete conformation columns are set where the longitudinal walls and latitudinal walls intersect and copulative beams are set where floor slabs and wall slabs intersect. they play a role of linking and transferring loads, bearing a small part of loads at the same time

    無骨架體系的主要承重構件是密肋夾芯板（包括樓板和墻板） ，縱、橫墻相交處設鋼筋混凝土構造（連接）柱，墻板和樓板相交處設連系（圈）梁，連系梁和柱主要起連接和傳遞荷載作用，也承擔少部分荷載。
  3. It also has important reference value for the similar construction. by the safety and seismic evaluation of this aqueduct bridge, it has shown that ( 1 ) besides the structure of this aqueduct bridge was basically unharmed without some flake of concrete cover and revealing stirrup, its intensity basically reached the need of primary design. ( 2 ) from the side of carrying capacity, rib arch could satisfy the needs under the action of wind and earthquake, but some individual frame crossbeams and most rib arch tie beams could n ' t satisfy the need

    通過對東滑峪渡槽進行安全性能和抗震性能評估后表明： （ 1 ）渡槽除肋拱頂面有保護層剝落、箍筋外露，結構基本完好，其強度基本達到西安理工大學工程碩士專業學位論文原設計的強度要求； （ 2 ）從承載力方面看，在風荷載、地震作用下，肋拱基本滿足要求，個別排架橫梁不滿足要求，肋拱連系梁普遍不滿足要求；計入水平橫槽向地震作用的工況為設計控制工況。
  4. There are many lifting equipments with thousands of varieties and specifications, such as l series of electric single beam cranes and manual single beam cranes, q series of electric bridge - style cranes, m series of gate - style cranes, qt series of tower cranes, and h series of electric hoist cranes, which are widely used in the industries of metallurgy, machine, mine, railway, port, oil, chemical industry, construction and so on

    集團的主要產品有l系列電動系梁起重機及手動單梁起重機， q系列電動橋式起重機， m系列門式起重機， qt系列塔式起重機， h系列電動葫蘆及其它形式的起重機械共有千個品種規格，廣泛應用於冶金、機械、礦山、鐵路、港口、石油、化工建築等行業。
  5. The prestressed continuous beam - arch composite bridges are a special structural system where the horizontal thrust of the arch rib is absorbed by a prestressed tie at deck level. in some cases, this type of structure is preferable because it does n ' t have the large thrust at the spring hi traditional arch bridges and the somewhat large bending moment and shear force in traditional beam bridges. as a result, the performances of the prestressing reinforcement can be efficiently utilized

    它利用拱肋承擔壓力，系梁預應力束抵抗拱端推力，吊桿及縱橫橋面系結構承受橋面荷載，既克服了傳統拱橋巨大的拱端推力，又改善了連續梁橋較大的彎矩和剪力的受力狀況，最大限度地發揮了拱梁混凝土和預應力鋼筋各自的特點，經濟效益顯著。
  6. Visual observations showed that a horizontal displacement in the longitudinal direction of the bridge developed between the tie girder and the top flange of the floor beam at the end connection.

    肉眼觀察表明：在端節點處的系梁和橫樑上翼緣之間產生一種沿橋梁縱向的水平位移。
  7. Photo : courtesy of dr dennis leung, dept of mech eng, hku

    :由香港大學機械工程系梁耀彰博士提供
  8. Construction method of pouring concrete pre - stressed connection beam

    現澆預應力混凝土連系梁施工方法
  9. Collaroof beam roof

    系梁式屋頂
  10. Prof. leung ka yui, department of economics, c. u. h. k

    香港中文大學經濟學系梁嘉銳教授
  11. Professor freedom leung, department of psychology

    心理學系梁耀堅教授
  12. Analyze the behavior of composite foundation with beams between piles

    帶連系梁的旋噴樁復合地基工作性狀分析
  13. The study, jointly conducted by professor freedom leung yiu - kin and ms christine lau of the department of psychology at the chinese university of hong kong, researched the body concerns and eating behaviors of 484 hong kong female nurses aged between 20 and 55

    該項研究由心理學系梁耀堅教授及劉明明小姐負責進行，調查了香港484位，年齡由20至55歲的女護士，對身體的關注及其飲食習慣。
  14. This article, takes some project for landslip in a small district in zunyi for example, tells you the useful experience of water proof, sueface prevention structure and sticking of the surfaces of mountain slopes, and so on

    摘要文章以遵義小區某滑坡治理工程為例，介紹了滑坡治理中有效解決坡面防水、護面結構與坡面的粘結等問題的實踐經驗，提出了錨桿支護、掛網噴砼、坡腳擋墻襯護、噴面邊界澆築連系梁的綜合治理措施。
  15. Then the coupling beams with new reinforcement layout were made an inquiry into, and the improvement on the seismic behavior by coupling beams diagonally reinforced with a few rows in end regions was found out at last, based on the observations of the experimental phenomena and the analysis of the measurement result, and by the comparison of seismic behavior by making use of hysteretic response, ductility and energy dissipation behavior, a conclusion is presented : the code for design and construction of reinforced concrete high - rise structures ( the draft asked for advise hi 2000 ) ca n ' t ensure that the coupling beams have fairly good seismic ductility ; the result of improvement of the seismic ductility of the coupling beams by the increase hi stirrups besides the strengthen of longitudinal detailing reinforcement was n ' t obvious ; the coupling beams diagonally reinforced with a few rows in end regions have fairly good mechanisms, and the ductility and the behavior of energy dissipation are better than conventionally reinforced concrete coupling beams, so it is suitable to te tised in short coupling beams

    本文通過對三根小跨高比（均為l h = 1 . 0 ）剪力墻洞口連系梁在低周反復荷載作用下的試驗，了解了嚴格按《鋼筋混凝土高層建築結構設計與施工規程》 （ 2000年徵求意見稿）設計的連梁具有的抗震性能，研究了採取增大連梁配箍量同時加強縱向構造筋的方案對抗震性能的影響，並進一步對新的配筋形式的連梁進行了探討，了解了在連梁梁端配置多排交叉斜筋方案對連梁抗震性能的改善。通過對試驗現象的觀察和量測結果的分析，利用荷載?位移滯回曲線、延性和耗能性能等指標對各個試件的抗震性能進行了比較，最後得出結論： 《鋼筋混凝土高層建築結構設計與施工規程》 （ 2000年徵求意見稿）不能保證小跨高比連梁具有較好的抗震延性：通過增大連梁配箍量同時加強縱向構造筋的方案對改善連梁的抗震延性的效果不太明顯；梁端配置多排交叉斜筋的連梁具有相對較好的受力性能，其延性和耗能性能等各項性能指標均優于普通配筋連梁，宜在深連梁中採用。
  16. During longitudinal analysis, the calculating method of column effective length has been given out, according to different longitudinal connecti ng beam

    縱向分析時，本文給出了採用不同縱向聯系梁條件下的柱子計算長度系數的取值方法。
  17. Coupling beams between openings are the main plastic energy dissipation elements of coupled walls, but whether short coupling beams could ensure that shear failure would n ' t take place before coupling beams have reached certain displacement ductility or not, is still a problem of engineering which has n ' t been solved and is one of the critical problem of the code for design of concrete structures which remains to be solved

    洞口連系梁是聯肢剪力墻的主要塑性耗能構件，但跨高比較小的連梁是否能保證在達到一定的位移延性之前不出現剪切失效，仍是目前我國工程界未解決好的問題，也是我國《混凝土結構設計規范》遺留下來有待解決的關鍵問題之一。
  18. Tsai, c. - y. and yun - peng chu, 2004 / 09, “ building bridge among universities, research institute, and industry in taiwan ”, stanford, california : stanford - itri, seminar on industrial technology development

    朱雲鵬， 2002 / 9 ，新興高科技產業發展與產業之知識化：如何解除提高產業附加價值的制度面瓶頸，臺大經濟系：梁國樹紀念研討會。
  19. According to the result of the internal force calculation, this paper introduces detailedly the design of tied frame prestress reinforcement, the checking calculation of section stress and intensity of arch and tied frame, also it provides some result files > arrangement drawings and main structure design drawings

    利用內力計算結果，本文還詳細介紹了系梁預應力配筋設計，拱肋和系梁截面應力和強度驗算及橫梁設計計算，並提供了部分計算結果文件、總體布置圖和主要結構設計圖紙。
  20. Professor chan and dr tsui are from the department of social work and social administration of the university of hong kong and the department of applied social sciences of the hong kong polytechnic university respectively. mrs leung is the director of the boys and girls clubs association of hong kong. mr jacob chan is the director of the yang memorial methodist social service and mr christopher chan is a solicitor with extensive experience in community work

    新委任的委員中，李華明議員為現任立法會議員；陳麗雲教授和徐明心教授分別來自香港大學的社會工作及社會行政學系和香港理工大學的應用社會科學系；梁魏懋賢是香港小童群益會的總幹事；陳藜生是循道?理楊震社會服務處的總幹事；而陳耀莊是一位律師，富有社區工作經驗。
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