摘要
通过理论分析和试验实测得出梁端局任应力分布及其合力作用点的位置，由此可以确定由梁端传给墙体荷载的偏心距。当无上部荷载时，砌体在局压破坏阶段的接触应力合力作用点距墙外边缘的距离为ａｃ／３，这一结论已被新的砌体结构设计规范所采用。
Through theoretical analysis and experimental measurements, the distribution of local bearing stress in brick masonry under beam support and the position of its resultant have been determined and the load eccentricity can also be determined therefrom. In case there is no load acting on the upper side of the beam end, it has been found that in the ultimate failure stage the distance between the position of stress resultant and outer edge of wall is egual to ac/3 and this result has been adopted into the code for the design of masonry structures
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1994年第1期39-43,共5页
Journal of Building Structures
