关于梁端砌体局部承压计算的几点商榷

Discussion on the calculation of partial pressure capacity of masonry under beam end

根据工程实际及有关试验数据提出，对砌体结构梁端局部承压计算宜按梁头作用在砌体的中部和端部分别进行，这样更符合工程实际和实验研究分析．同时提出梁端局压采用垫梁时必须满足轴心受压条件，否则将得出反常的结果．

According to engineering practice and experimental data, this paper presents that the partial pressure capacity under beam end for masonry structure should be calculated separately, one at the mediate of wall and the other at the end. The results by this method will cheme in with practice and experimental analysis. By the way it is pointed out that the partial pressure should satisfy the condition of axil compression when bearing beam is used. If not it will develop into contrary to science.