摘要
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。计算结果与现行《砌体结构设计规范》(GBJ3- 88)的计算公式相比较 。
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.
出处
《四川建筑科学研究》
2000年第1期7-10,共4页
Sichuan Building Science
关键词
有效支承长度
墙体弯曲
砖混结构
梁端
structural brickwork
effective supporting length
wall flexing
