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本文为我们所进行的钢筋混凝土不规则板的第三次试验研究,试验板的平面形状和前两次相同,但支承条件不同.研究重点是板内凹角不同支承条件对板受力性能的影响、板单元角部支承的问题、柱子支承的影响等.
This article is the third experimental study of reinforced concrete irregular plates that we conducted. The plane shape of the test plates is the same as the previous two, but the bearing conditions are different. The research focus is the influence of different support conditions on the mechanical properties of the plates. The problems of the corner support of the plate unit, the influence of the column support, etc.