rib of column 中文意思是什麼
rib of column
解釋
柱肋-
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。 -
3. the calculating elements and the calculating model of rib - column, rib - beam and retaining plate of the supporting structure are proposed in this paper
3 、提出了肋柱、肋梁和擋土板的計算單元劃分以及計算模型的確定方法。 -
In the pre - stressed anchor supporting structure with beam and column, anchor, supporting structure and soil work jointly, therefore in this paper, rib - column and rib - beam are used models of elastic foundation beams, the solving method of rib - column and rib - beam are given out
由於錨桿和支護結構以及周圍土體是共同工作、彼此協調的,因此肋柱、肋梁按彈性地基梁進行計算,並推導出計算公式。 -
Results of the experiment shows that end - plate connections have excellent hysteretic behaviors, and the determination factors, which have crucial influence on the behavior, are end - plate thickness, column web thickness, and the rib stiffeners
試驗結果表明端板連接具有良好的滯回性能,端板厚度、節點域柱腹板厚度以及加勁肋構造是影響連接性能的主要因素。 -
Effects of column axial force and rib stiffener on hysteretic behavior of connections were synthetically considered for the first time during cyclic - loading
在循環加載試驗中首次綜合探討了柱軸力大小、加勁肋構造措施等對連接性能的影響。 -
The standards and specification related can only provide classical design method, most of the assumption do not reflect the actual stress state. the standards don ’ t considerate the effect when end - plate with rib stiffeners, so it is worthy to research the end - plate in beam - column and some advice on design practice is given as well
我國現行規程關于端板連接承載力的設計計算方法中還沒有考慮端板加勁肋對節點承載力的影響,所以,迫切需要對端板連接進行更深入的研究,提出更加合理的設計建議。
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