In this paper,simplified feasible calculating formula with considering the flex of brick wall,drawn from theoretical hypotheses,on effective supporting length of beam end in brick masonry building is given. Compared with those based on the current criteria(GBJ3 88),the calculating results are satisfying.
本文作者推导出砖砌体结构中考虑墙体弯曲时梁端有效支承长度的简化计算公式。
参考来源 - 再论砖混结构中梁端有效支承长度的计算·2,447,543篇论文数据，部分数据来源于NoteExpress
The strength of perforated brick masonry decreases with the increasing of void ratio.
多孔砖砌体抗压强度随着孔洞率的增加而减少。
Furthermore, the shear strength formula of concrete hollow brick masonry is proposed.
提出了混凝土空心砖砌体的抗剪强度计算公式。
The flexural tensile strength of perforated concrete brick masonry is studied by experiment.
通过试验研究了混凝土多孔砖砌体的弯曲抗拉强度。
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