十字形截面柱 的英文怎麼說

中文拼音 [shízìxíngjiémiànzhù]
十字形截面柱 英文
cro shaped column
  • 十 : Ⅰ數詞（九加一后所得） ten Ⅱ形容詞（表示達到頂點） topmost
  • 字 : Ⅰ名詞1 （文字） character; word 2 （字音） pronunciation 3 （字體） form of a written or printed ...
  • 面 : Ⅰ名詞1 （頭的前部; 臉） face 2 （物體的表面） surface; top 3 （外露的一層或正面） outside; the ri...
  • 字形 : character pattern
  1. Columns under axial compression and biaxial bending. in the beginning of the paper, it summarized the history and the actuality of the nonlinear analysis of special - shaped columns and the capability of the sliding of reinforcement anchoring. on the basis of related papers, the full path of stress - strain relation of concrete and the sliding of longitudinal reinforcement anchoring are all considered

    本論文主要內容是對鋼筋混凝土異形截面雙向壓彎柱（包括l形、 t形、十字形柱）進行非線形全過程分析，首先綜述了異形柱構件非線性分析以及粘結滑移性能研究的歷史與現狀，在有關文獻基礎上考慮了受拉縱筋和周圍混凝土的粘結滑移和混凝土應力?應變關系曲線的下降段。
  2. The content of the paper is nonlinear analysis of complete response process for t, l - shaped and " + " shaped section r. c. columns under axial compression and biaxial bending. on the basis of related papers, the full path of stress - strain relation of concrete and the sliding of longitudinal reinforcement anchoring are all considered, simultaneously, the restriction effect for concrete by thickening of stirrups is also included

    本論文主要內容是對鋼筋混凝土異形截面雙向壓彎柱（包括l形、 t形、十字形柱）進行非線形全過程分析，在有關文獻基礎上考慮了受拉縱筋和周圍混凝土的錨固滑移和混凝土應力?應變關系曲線的下降段，同時考慮到在箍筋加密區箍筋對混凝土的約束影響。
  3. To investigate the punching shear behavior of slab - column connections with nonrectangular columns, an experiment on the three specimens of column with three kinds of typical special - shaped cross - section ( cross - shaped section, t - shaped section and l - shaped section ), which were connected with reinforced concrete slabs, and reference specimens with square columns was conducted

    摘要為了研究柱截面形式為異形柱的板柱連接沖切受力性能，進行了柱截面形狀分別為3種典型異形柱（十字形、 t形和l形）和對比方柱所構成的板柱連接的沖切特性試驗。
  4. Based on the experimental result of the characteristics of reinforced concrete slabs with cross - shaped column and the yield - line theory, the yield - line pattern of reinforced concrete slab - column connection with cross - shaped column was presented and the flexural strength formula was derived

    根據所進行的柱截面為十字形異形柱板柱連接沖切特性的試驗成果，提出了十字形柱板柱連接的屈服線形式，並應用屈服線理論，導出了十字形異形柱板柱連接的抗彎承載力表達式。
  5. By the analytical results, n - m - related curves are obtained, compared to the n - m - curves that get from the relative experiment to testify the correction of the program. and through change the load angle, axis - press ratio, intensity degree of r. c

    將本文程序計算得到的「 l 」形、 「 t 」形和「十」字形截面柱的n - m -關系全曲線與相關文獻試驗得出的n - m -關系全曲線相比較來驗證本文程序的正確性。
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