composite column 中文意思是什麼

composite column 解釋
復合柱
  • composite : adj 1 併合的，復合的，混成的，合成的，集成的。2 【建築】混合式的；【造船】鐵骨木殼的。3 【植物；...
  • column : n 1 【建築】圓柱；圓柱狀物〈如煙柱〉。2 【軍事】縱隊 （opp line）; 隊；（艦隊的）縱陣，縱列，艦列...
  1. The system is composed with concrete filled cold - formed square steel tube column, the beam with two cold formed c type steel welded together back to back, the slab with profiled - steel and concrete, the beam and the slab joined into composite steel - concrete beam. they all together make up of the bearing members. and the house also includes the light economical - energy sources heatproof walls

    該體系是以冷彎薄壁方鋼管混凝土為柱、冷彎薄壁c型鋼背靠背高頻焊接組成工字型梁、壓型鋼板上現澆築混凝土組成組合樓板並與梁一起構成組合梁作為承重構件，以輕質節能保溫型墻體作為圍護結構組成。
  2. Based on biot ' s theory, the basic equations and solution conditions were established for the consolidation problem of the composite foundation with single column considering soil - column interactions when load was applied on the top of column only or applied on the top of both column and soil, and the solution for deformations of soil and column were obtained in the forms of laplace and hankel transformation

    基於biot理論，分別對在樁頂受外荷載作用和樁土共同受外荷載作用的情況下考慮樁土相互作用的單樁復合地基固結問題建立了基本方程和求解條件，並在laplace變換域和hankel變換域內得到了土體和樁體的變形解答。
  3. In virtue of a new concept called local influencing zone of a column, a numerical sample was further analyzed to compare its internal forces and displacements with an interior column added or not, and thus provide some feasible suggestions for engineering - oriented applications of large space three directional composite single layer grid

    通過引入柱的局部影響區域這一全新概念，系統總結了加入內部支承柱前後網架結構的內力和變形規律，進而為進一步的工程應用提供了可行性建議。
  4. Thus it is necessary to study moment resistance, rotation stiffness and rotation capacity of the joints. in this paper, six specimens on end - plate composite beam - to - column joints and two specimens on end - plate composite beam - to - column joints were designed to subject to static load. the factors of m - characteristics about semi - rigid composite joints, including bolts, profiled steel sheeting, beam, column, stiffen rib and reinforcement, are studied

    本文設計了6個端板型鋼-混凝土組合樑柱節點與2個端板型純鋼樑柱節點，通過對這些試件的靜力荷載試驗，重點研究了端板型鋼-混凝土組合節點的彎矩-轉角性能的影響因素，包括高強螺栓、壓型鋼板、型鋼梁、型鋼柱、加勁肋，以及混凝土板內縱向鋼筋配筋率等。
  5. With the extensive application of composite structures, the behavior of composite actionbetween concrete floor and steel beams has become an attractive area for research. consideringthis kind of combination function, the frame should be designed according to steel - concretecomposite frames, and the working behavior of its beam - column connections is the basis ofanalytic foundation of such frames

    隨著組合結構的廣泛應用，考慮鋼筋混凝土樓板和鋼梁之間的組合作用也正成為人們越來越關注的研究課題，考慮這種組合作用后，框架應該按鋼-混凝土組合框架進行分析設計，其樑柱連接節點半剛性工作性能的分析是這種組合鋼框架結構分析的基礎。
  6. Initial study of composite grid slab column structure

    組合式網格板柱結構的初探
  7. 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。
  8. The results of experiments shows that core column can increase flexural and shear resistant capacity and improve deformability and entirety of composite walls ; it is coordinate ductility of two composite walls joining wire or steels out - of - plane ; the seismic of composite walls joining with wire is fine than joining with steels ; the deformation of out - of - plane only affect the crack - loading, the ultimate carrying capacity and ductility in - plane nearly has no change

    墻片試驗表明:芯柱可以增加復合墻體的抗彎和抗剪承載能力，改善墻體的變形能力和整體性;分別應用鋼絲網片和鋼筋連接的兩種復合墻體的平面外延性大致相同，內外葉墻協同工作良好;內外葉墻之間的連接提高了外葉墻砂漿層抗拉強度，同時也提高了復合墻體向外葉墻方向的抗推和抗拉承載力。
  9. Composite steel concrete column

    勁性混凝土柱
  10. Local buckling is the dominant failure mode for composite steel column

    摘要局部屈曲是組合鋼柱常見的失效模式之一。
  11. Based on the mechanical behavior of the composite column and the yield condition of its components, a formula for computing the ultimate bearing capacity was obtained with the limit equilibrium method

    根據組合柱各組成部分極限（屈服）條件，應用極限平衡理論建立了截面的力學平衡方程，基於鋼骨冀緣對核心混凝土的附加約束，推導了該組合柱的軸壓極限承載力計算公式。
  12. Specify two or more column names to create a composite index on the combined values in the specified columns

    指定兩個或多個列名，可為指定列的組合值創建組合索引。在
  13. The study on the behavior of semi - rigid joints in steel - concrete composite frames gets widely attention recently. a high degree of continuity can be achieved at a very low cost just providing the slab with rebar running along the column. furthermore, stiffness and ultimate resistance can be controlled in a rather simple way by a suitable selection of steel connection detailing and amount of reinforcement

    鋼-混凝土組合框架中半剛性組合節點性能的研究近來引起了廣泛的關注，這種節點形式花很低的成本就可以通過混凝土板內的縱向鋼筋實現組合梁在不同跨之間的連續性，而且通過選擇合適的型鋼樑柱連接方式和縱向鋼筋數量，可以有效地控制節點的剛度與承載能力。
  14. The stress state of a composite column and a short steel tubular column filled with steel - reinforced concrete was comprehensively analyzed and rationally simplified

    摘要從鋼骨鋼管混凝土組合柱的工作機理出發，分析了其各組成部分應力狀態，提出了計算鋼骨鋼管混凝土軸壓短柱的簡化模型。
  15. The steel - concrete composite column is one of the main load - carrying members in the steel - concrete structure. in general cases, such a column is subject to biaxially eccentric loading with its cross sections in various kinds of shape

    鋼-砼組合柱是組合結構中的主要承重構件，通常承受雙向偏心荷載的作用，其截面形式也多種多樣。
  16. Calculation and analysis of normal section strength of circular steel tube composite short column filled with steel reinforced concrete

    鋼管混凝土柱正截面承載力計算與分析
  17. Deformation characteristics of broken stone and effect evaluation of composite foundation with stone compaction column

    碎石變形特徵及擠密碎石樁復合地基效果評價
  18. The consolidation behavior of composite foundation with single column or with columns group was analyzed extensively by the computer program developed, and the mechanism that the column with low permeability can also accelerate the consolidation of soil was illustrated. moreover, a simplified method was proposed for consolidation analysis of layered composite foundation with column of high permeability. finally, a case study was made to show the practical application of this computer program

    用編制的有限元程序對單樁、群樁復合地基的固結變形性狀進行了大量的計算分析，闡述了弱排水樁也能加速地基固結的機理，提出了將強排水樁成層復合地基固結簡化為均質單層復合地基固結的計算方法，並通過工程實例分析說明了該程序在實際中的應用。
  19. The rectangular concrete - filled steel tubular ( cfst ) composite structures have the special properties, such as high - strength, good ductility, better seismic behavior, and convenient construction, etc. study on the seismic performance of rectangular concrete - filled steel tubular column to steel beam connections has the important theoretical significance and huge engineering values, and also helps to understand the mechanic behavior and configuration of the connection, to promote the applications of this kind of composite structures in seismic area of china

    矩形鋼管混凝土組合結構具有強度高、延性好、抗震性能優越、施工方便等特點。開展矩形鋼管混凝土樑柱節點的抗震性能研究，對于了解節點力學性能，改善節點構造，促進矩形鋼管混凝土組合結構在地震區的推廣應用具有重要的理論意義與工程應用價值。
  20. As numerical examples, a slender composite column of rectangular cross section with embedded h - shape structural steel is first considered. the complete load - deflection curve is obtained and compared with the corresponding experimental results. the comparison demonstrates the validity and accuracy of the proposed method

    應用編制的計算程序，首先對一配有工字型鋼的矩形截面長柱進行了計算分析，獲得了長柱的荷載-撓度全過程曲線，並與試驗結果作了比較，驗證了計算程序的正確性和有效性。
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