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利用有限无法编制的钢筋砼结构平面问题非线性分析程序，对剪弯段内设洞口的深梁的受力行为进行了分析。重点讨论了腹筋布置方式、洞口位置及大小对深梁极限承载力的影响，提出了相关设计建议。
Using the non-linear analysis program for the plane problem of reinforced concrete structures, which can not be programmed, the stress behavior of deep beams with openings in the shear and bend segments is analyzed. The influence of the arrangement of webbings, the location and size of webbing on the ultimate bearing capacity of deep beams was discussed with emphasis, and relevant design suggestions were proposed.