組合桁 的英文怎麼說

中文拼音 [zǔgěhéng]
組合桁 英文
built girder
  • 組 : Ⅰ名詞1 （由不多的人員組成的單位） group 2 （姓氏） a surname Ⅱ動詞（組織） organize; form Ⅲ量詞（...
  • 合 : 合量詞（容量單位） ge, a unit of dry measure for grain （=1 decilitre）
  • 桁 : 桁名詞[建築] （檁） purlin
  • 組合 : 1 （組織成為整體） make up; compose; constitute 2 （組織起來的整體） association; combination3 [...
  1. ; 1. the trend of the development of burden and light hanging basket in the cantalever construction of continuous rigid frame bridge has been prospected, the roof truss and cable - state composite hanging basket also has been designed by analyzing and comparing with other ones. 2

    對大跨度橋梁懸臂澆築施工的各種形式掛籃施工工藝進行了比較和總結，對連續剛構橋懸臂澆築掛籃施工中重載輕型的發展趨勢進行了展望，提出了一種用於解決重載輕型懸臂澆築施工的新型桁架斜拉式組合掛籃，並進行了可行性分析計算和設計。
  2. It " s function is to receive laser signal and to sent out the electric signal ; the second is the monolithic processor system. this part function is to pick up the electric signal sent by ccd detector and to compute the digital signal to get the data where the laser beamed, then sent the data to pc computer ; the third part is the control interface for people to control whole measurement process

    本文介紹的桁架梁撓度實時檢測的電荷耦合（ ccd ）測量系統由ccd接收系統，單片機測量系統和pc機測量軟體三部分組成。該系統採用線陣ccd為傳感器，以8031為控制核心，在單片機系統和pc機軟體之間建立了可靠的通信，能在比較惡劣的條件下獲取、顯示、存儲、處理和比較桁架的撓度值。
  3. The possible shear of the upper chord will change beam from flexural member to member under flexure and compression force. this is emphasised through design example. as a result ， we find that composite floor system is good for reducing the height of floor system

    在組合樓蓋體系設計中，筆者指出，可能的桁架弦桿剪力會使作為桁架弦桿側向支承的梁由彎曲構件變為壓彎構件，這是在與桁架體系相適應的樓蓋體系設計中應該注意的一個環節。
  4. The new development of supporting skills in mine construction

    桁架錨桿與組合支護
  5. Design and feasible research of a triangular composite hanging basket concerning the roof truss

    桁架三角型組合掛籃的可行性研究和設計
  6. The experimental study on the seismic behavior of six 1 / 3 scale and shear - span ratio 2. 2 high - rise shear walls, including a high - rise shear wall with steel frame, a high - rise shear wall with steel truss, a high - rise shear wall with steel frame - steel truss, a high - rise shear wall with steel bar truss, a high - rise shear wall with steel - steel bar truss and a usual one, has been studied

    6個試件包括1個普通混凝土高剪力墻、 1個內藏鋼筋桁架混凝土高剪力墻、 1個內藏鋼框架混凝土高剪力墻、 1個內藏鋼框架-鋼筋桁架高剪力墻、 1個內藏鋼桁架混凝土高剪力墻及1個內藏鋼-鋼筋組合桁架混凝土高剪力墻。
  7. The cable - supported concrete - filled steel tube arch bridge is a new bridge type developed on the basis of the truss type hybrid arch bridge by combining various techniques and making full advantages of the concrete - filled steel tube arch bridge, truss arch bridge and cable - stayed bridge

    摘要鋼管混凝土拉索拱橋是在「桁式組合拱橋」的基礎上將鋼管混凝土拱橋、桁架拱橋、斜拉橋的技術特點綜合起來，揚長避短，而構思出的一種新橋型。
  8. It is found in the comparison of the structure with only the concrete arch and steel truss arch, the structure of the steel and concrete composite truss arch has certain advantages in aspects of its structural performance, economy and the structure is a one that deserves research in a further way

    最後以克羅埃西亞新建的克爾卡橋為原型，提出了鋼混凝土組合桁式拱新型結構，在與混凝土拱和鋼桁拱的比較中可以發現，鋼混凝土組合桁式拱在結構性能、經濟性能上具有一定的優越性，值得進一步的研究。
  9. Many optimization joints mid design methods which have been applied in actual engineerings are put forward, including the rc looped - beam joint, enforced - steel loop joint, joint between columns filled with steel tubes and rc beams, joint between columns filled with steel reinforced concrete and rc columns, joint between column filled with steel tube and composite beam, composite beam design method, prestressed laminated open - web truss mid so on

    其中，提出的較優化的鋼筋砼環梁節點、鋼加強環節點、鋼管砼柱與鋼筋砼柱節點、鋼骨砼柱與鋼筋砼梁節點、鋼骨磚柱與組合梁節點及組合梁設計方法、預應力疊層空腹桁架等，都已應用於實際高層建築中。
  10. A plate - beam composite element suited to calculate through steel - truss composite bridges

    一種適用於下承式鋼桁結合橋計算的板梁組合單元
  11. Construction technology of composite plate truss structure for the cable - stayed wuhu yangtze river bridge

    蕪湖長江大橋板桁組合結構斜拉橋建造技術
  12. In staged construction process, study is primarily aimed at the truss load resistance capacity and flexural performance under construction and design load, combination performances of steel trusses in conjunction with concrete beam, the vertical displacement difference of two steel trusses with different span and their lateral stability, the glide displacement of the steel truss end during construction, the load resistance performance of steel trusses and concrete structure at the designed load, and the extreme limit loads and the breaking appearance of the combined steel trusses

    主要研究了在階段施工過程中，鋼桁架在施工荷載及設計荷載下的受力性能和變形能力；鋼桁架與混凝土梁板的共同工作性能；兩榀不等跨鋼桁架在整體受力下的豎向位移差及其對結構的作用和側向穩定性；鋼桁架端部在施工階段的滑動情況；使用階段鋼桁架及其端部混凝土結構的受力性能；組合鋼桁架結構的極限承載力和破壞形態。
  13. The experimental study on the seismic behavior of six mid - rise shear walls with 1 / 3 scale and shear - span ratio 1. 85 has been done. the six mid - rise shear walls include a shear wall with steel frame, a shear wall with steel truss, a shear wall with steel frame - steel bar truss, a shear wall with steel bar truss, a shear wall with steel - steel bar truss and a usual one

    6個試件包括1個普通混凝土中高剪力墻、 1個內藏鋼框架混凝土中高剪力墻、 1個內藏鋼筋桁架混凝土中高剪力墻、 1個內藏鋼框架-鋼筋桁架混凝土中高剪力墻、 1個內藏鋼桁架混凝土中高剪力墻及1個內藏鋼-鋼筋組合桁架混凝土中高剪力墻。
  14. 3. some suggestions for seismic tectonic measure of shear wall with concealed steel bar truss have been presented. and some advice for seismic design of this new shear wall has been put forward

    3 .給出了內藏鋼桁架混凝土組合剪力墻的抗震構造措施，提出了該新型剪力墻結構的抗震設計建議。
  15. 2. based on the studying result, the mechanical models and formulas of bearing capacity and stiffness are established. the results obtained from the formulas and those from experiment are in good agreement

    2 .在試驗研究的基礎上，揭示了建立了內藏鋼桁架混凝土組合剪力墻的剛度和承載力簡化力學模型與計算公式，計算結果與試驗結果符合較好。
  16. In this paper, mid - rise shear wall with concealed truss has been brought forward. this new composite shear wall includes two kinds of composition. one is composition of two bearing systems - truss and shear wall and the other is composition of two materials - steel and concrete

    本文主要工作: 1 .首次提出了一種新型內藏鋼桁架混凝土組合中高剪力墻，該新型組合剪力墻包含兩種組合，即不同受力體系桁架與剪力墻的組合、不同材料型鋼與混凝土的組合，形成了雙重組合剪力墻。
  17. In this paper, high - rise shear wall with concealed truss has been brought forw - ard, this new composite concealed shear wall includes two kinds of compositions that are the composition of truss and shear wall and the composition of steel and concrete, which forms a double composite shear wall

    本文提出了一種新型內藏鋼桁架混凝土組合剪力墻，該新型組合剪力墻包含兩種組合，即不同受力體系桁架與剪力墻的組合、不同材料型鋼與混凝土的組合，形成了雙重組合剪力墻。
  18. On the base of the link ways of each member joint, the dissertation also puts forth a method to simplify the crossbeam bracing structure into spatial truss ， spatial stiff frame and spatial combined structure

    橫梁支撐體系根據各桿件結點的連接方式，多簡化為空間桁架、空間剛架或空間組合結構。
  19. In this paper, based on a typical plan arrangement of two - user - on - one - storey and leap storey type multi - story house, the mechanical behaviours of the truss system, the difficulties in designing the truss system and the design of composite floor system is deeply analysed ; the connection design, fire proofing and corrosion protection used in this structure system are briefly introduced

    本論文以一梯兩戶躍層式多層住宅的一種典型平面布置為依託，以構思該住宅結構體系設計的方式，對這種桁架體系的受力性能、設計難點和應用於該結構體系的壓型鋼板?混凝土組合樓蓋的設計進行了深入分析，對結構採用的連接、墻體和防火防腐措施進行了簡單討論。
  20. To make it clear, the methods for the size optimization and combined size, shape optimization are also introduced forwardly and respectively, in which the former is based on optimality criteria method and the latter is based on eso concept

    作為鋪墊，討論了桁架結構尺寸優化的力學準則法和桁架結構尺寸、形狀組合優化的漸進優化方法。在此過程中，還將漸進優化方法與數學規劃法進行了對照。
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