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l-shaped section meaning in Chinese

l形截面

Examples

  1. Researches on bearing capacity of cross - section of reinforced concrete members with l - shaped section subject to combined biaxial bending and tension
    聚丙烯纤维钢砼梁抗裂性能及承载力的试验与分析
  2. 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
    摘要为了研究柱截面形式为异形柱的板柱连接冲切受力性能,进行了柱截面形状分别为3种典型异形柱(十字形、 t形和l形)和对比方柱所构成的板柱连接的冲切特性试验。
  3. After the comparison of the stability checking computations and the section categorised situation both at home and abroad the current standard , some problems was discussed in the standard of our country . contraposed these questions , the paper computed the space stability coefficient of some general t - shaped and l - shaped sections and all the sections of t - shaped , l - shaped and 2 - angle iron t - shaped in the formed - steel - table , and worked out the curves . according to the comparison of the curves the paper got and the curve in the standard , some simple conclusions was put
    对国内外现行规范轴压柱稳定验算方法及柱子曲线截面分类情况进行了对比,讨论了我国规范曲线中存在的一些问题,并针对这些问题,以规范初始弯曲值对任意“ t ”形和“ l ”形截面和型钢表中所有t型钢、 l型钢、双角钢t形钢截面的空间稳定系数进行了计算,作出其与规范曲线的比较图,通过计算结果的分析对各类截面归类情况作了简单的评述,其中提出的一些建议可以作为规范修订的参考依据;同时,这些计算结果也进一步证明了本文的柱子空间稳定分析方法的正确性。

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